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	<title>研究内容 | 　　　　國生剛治（Takaji Kokusho）Home page　　　　　　　【中央大学名誉教授】</title>
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	<link>https://kokasahi.com/koktak</link>
	<description>Takaji Kokusho (Professor Emeritus, Chuo University, Tokyo, JAPAN)  本ホームページをご利用いただき有難うございます。ここに含まれるコンテンツのご利用に際しては、ご利用者ご本人の責任で行っていただくようお願いします。 Thank you for visiting the Home Page. In utilizing the contents accommodated here, please be aware the ultimate responsibility associated with them should be taken by the user.</description>
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	<title>研究内容 | 　　　　國生剛治（Takaji Kokusho）Home page　　　　　　　【中央大学名誉教授】</title>
	<link>https://kokasahi.com/koktak</link>
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		<title>低緯度太平洋メガソーラー筏模型の試運転（2022年9月26日）</title>
		<link>https://kokasahi.com/koktak/mega-solar-raft-in-low-latitude-pacific-ocean-2152</link>
		
		<dc:creator><![CDATA[TKokusho]]></dc:creator>
		<pubDate>Thu, 29 Sep 2022 00:02:44 +0000</pubDate>
				<category><![CDATA[研究内容]]></category>
		<category><![CDATA[太平洋帆走メガソーラー発電筏]]></category>
		<category><![CDATA[SDGs]]></category>
		<category><![CDATA[カーボンニュートラル]]></category>
		<category><![CDATA[ソーラー発電]]></category>
		<category><![CDATA[中央大学名誉教授]]></category>
		<category><![CDATA[國生剛治]]></category>
		<category><![CDATA[太平洋]]></category>
		<category><![CDATA[太陽光パネル]]></category>
		<category><![CDATA[太陽光発電]]></category>
		<category><![CDATA[筏]]></category>
		<category><![CDATA[自然エネルギー]]></category>
		<guid isPermaLink="false">https://kokasahi.com/koktak/?p=2152</guid>

					<description><![CDATA[東京湾の葛西臨海公園でメガソーラー筏模型の試運転をやってみました。実物サイズでは直径25mのポリエチレン製フロートを1/60に縮尺した直径40cmのモデル（サブユニット）を4個連結しています。4本の支柱で支持された海面か [&#8230;]]]></description>
										<content:encoded><![CDATA[<p>東京湾の葛西臨海公園でメガソーラー筏模型の試運転をやってみました。実物サイズでは直径25mのポリエチレン製フロートを1/60に縮尺した直径40cmのモデル（サブユニット）を4個連結しています。4本の支柱で支持された海面から5m高さのグリッド上に薄膜・撓み性の12m四方のソーラーモジュール（太陽電池パネル）を4枚敷設します。フロートは波の動きに追従して滑らかに変形する様子が見られます。また、波の動きで生じるポリエチレン製フロートの変形が太陽電池パネルに直接伝わらないように支柱とグリッドの間は固定せず相互に変形できるように工夫しています。究極の目標である１GW原子力発電所並みのメガソーラー筏はこのサブユニットを16個組み合わせた100m四方のユニットをさらに2500個、合計で40,000個連結したものになります。巨大なメガソーラー筏の移動のためには今回のサブユニットに加え、セールとラダーを有する専用の帆走駆動用フロートを１ユニット中に1~2個/16個組み合わせ、長期気象予測に基づきIoTによるセール・ラダーを制御することによりメガソーラー筏が一体として省エネ帆走することを考えています。</p>
<p>動画はこちら↓<br />
<a rel="follow" target="_blank" href="https://kokasahi.com/koktak/wp-content/uploads/2022/09/DSC_0003-1_AdobeExpress.mp4">PDFファイルはこちら</a></p>
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		<item>
		<title>最新ニュース（the-latest-news）</title>
		<link>https://kokasahi.com/koktak/post-2140-2140</link>
		
		<dc:creator><![CDATA[TKokusho]]></dc:creator>
		<pubDate>Sat, 24 Sep 2022 13:31:02 +0000</pubDate>
				<category><![CDATA[研究内容]]></category>
		<category><![CDATA[太平洋帆走メガソーラー発電筏]]></category>
		<category><![CDATA[SDGs]]></category>
		<category><![CDATA[カーボンニュートラル]]></category>
		<category><![CDATA[ソーラー発電]]></category>
		<category><![CDATA[國生剛治]]></category>
		<category><![CDATA[太平洋]]></category>
		<category><![CDATA[太陽光パネル]]></category>
		<category><![CDATA[太陽光発電]]></category>
		<category><![CDATA[模型]]></category>
		<category><![CDATA[筏]]></category>
		<category><![CDATA[自然エネルギー]]></category>
		<guid isPermaLink="false">https://kokasahi.com/koktak/?p=2140</guid>

					<description><![CDATA[最新ニュース：「2022年9月1日メガソーラ筏模型1号機が進水しました」 以前より提案中のメガソーラー筏構想のフォローアップとして、この度ソーラー筏模型を試作しました。 30mm径のポリエチレン（PE）減圧補強ホースを丸 [&#8230;]]]></description>
										<content:encoded><![CDATA[<p>最新ニュース：「2022年9月1日メガソーラ筏模型1号機が進水しました」</p>
<p>以前より提案中のメガソーラー筏構想のフォローアップとして、この度ソーラー筏模型を試作しました。<br />
30mm径のポリエチレン（PE）減圧補強ホースを丸めたφ40cmの円形をサブユニットとし、取り敢えず４個組み合わせた模型としてます。<br />
以前の論文で提案したサブユニットのサイズは25m程度なので縮尺は1/60程度となります。風力・海流による航海のための帆や舵などはそれ専用のサブユニットを100m×100mのユニットに1～2個/16個の割合で連結することと考えています。<br />
PEは適切な接着剤がないため強力な接着テープも多用して、試行錯誤・苦労を重ね、当初予定より大変な時間（3週間）と費用（1.5万円ほど）がかかりました。上版は安上がりのダイソーで買った金網で代用し8cmの支柱（実物高さ5m程度）で支えていますが、日の丸でも貼り付けたいとは思っています。ソーラーパネルやLEDを取り付けることも考え秋葉原にも行きましたが、意外と商品は少なく、バッテリー（電圧12V、重さ1kg)も必要で浮力の点から載せることは不可能と分かりました。計算では浮くことは確認していましたが、本日、近所の児童公園プールで4個連結で浮かしてみました。子供たちが珍しがって質問攻めにあいました。結束バンドで緩く結ばれた4基が、滝が落ちる傍では波に追従して位相差を伴って滑らかに揺れるのが見られ、大変楽しめました。<br />
これからは、大型化を図った筏に小型ソーラーパネルは勿論、加速度計や荷重計などの小型センサー類を載せて海面に浮かべ、主要なデータの測定を行いたいと考えています。<br />
まずは近況ご報告まで。</p>
<p>写真↓<br />
<a rel="follow" target="_blank" href="https://kokasahi.com/koktak/wp-content/uploads/2022/09/模型浮体写真2.pdf">PDFファイルはこちら</a></p>
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		<title>Energy Demand in Surface Soils for Earthquake Engineering byVertical Array Strong Motion Records</title>
		<link>https://kokasahi.com/koktak/published-papers-1741</link>
		
		<dc:creator><![CDATA[TKokusho]]></dc:creator>
		<pubDate>Mon, 21 Mar 2022 15:32:15 +0000</pubDate>
				<category><![CDATA[土質学]]></category>
		<category><![CDATA[研究内容]]></category>
		<category><![CDATA[國生剛治]]></category>
		<category><![CDATA[地震]]></category>
		<category><![CDATA[地震調査]]></category>
		<category><![CDATA[液状化現象]]></category>
		<category><![CDATA[自然災害]]></category>
		<category><![CDATA[調査]]></category>
		<guid isPermaLink="false">https://kokasahi.com/koktak/?p=1741</guid>

					<description><![CDATA[Site Amplification during Storong Erthquakes Investigated by Vertical Array Record/Takaji Kokusho and tomohiro [&#8230;]]]></description>
										<content:encoded><![CDATA[<p><a rel="follow" target="_blank" href="https://kokasahi.com/koktak/wp-content/uploads/2022/01/geosciences-11-00510-published.
pdf">Site Amplification during Storong Erthquakes Investigated by Vertical Array Record/Takaji Kokusho and tomohiro isizawaw</a></p>
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		<item>
		<title>Energy Engineering Paper</title>
		<link>https://kokasahi.com/koktak/energy-engineering-paper-1251</link>
		
		<dc:creator><![CDATA[TKokusho]]></dc:creator>
		<pubDate>Sun, 07 Nov 2021 21:48:42 +0000</pubDate>
				<category><![CDATA[研究内容]]></category>
		<category><![CDATA[太平洋帆走メガソーラー発電筏]]></category>
		<category><![CDATA[SDGs]]></category>
		<category><![CDATA[カーボンニュートラル]]></category>
		<category><![CDATA[ソーラー発電]]></category>
		<category><![CDATA[中央大学名誉教授]]></category>
		<category><![CDATA[國生剛治]]></category>
		<category><![CDATA[太平洋]]></category>
		<category><![CDATA[太陽光発電]]></category>
		<category><![CDATA[筏]]></category>
		<category><![CDATA[自然エネルギー]]></category>
		<guid isPermaLink="false">https://kokasahi.com/koktak/?p=1251</guid>

					<description><![CDATA[＜Sailing Solar-Cell Raft Project and Weather/Marine Conditions in Low-Latitude Pacific Ocean＞]]></description>
										<content:encoded><![CDATA[<p><a rel="follow" target="_blank" href="https://kokasahi.com/koktak/wp-content/uploads/2021/11/Energy-Engineering-Paper.pdf">＜Sailing Solar-Cell Raft Project and Weather/Marine Conditions in Low-Latitude Pacific Ocean＞</a></p>
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		<title>液状化現象</title>
		<link>https://kokasahi.com/koktak/ekijyoukagensyou-1259</link>
		
		<dc:creator><![CDATA[TKokusho]]></dc:creator>
		<pubDate>Sun, 07 Nov 2021 15:40:24 +0000</pubDate>
				<category><![CDATA[土質学]]></category>
		<category><![CDATA[研究内容]]></category>
		<category><![CDATA[中央大学名誉教授]]></category>
		<category><![CDATA[國生剛治]]></category>
		<category><![CDATA[地震]]></category>
		<category><![CDATA[地震調査]]></category>
		<category><![CDATA[液状化現象]]></category>
		<category><![CDATA[調査]]></category>
		<guid isPermaLink="false">https://kokasahi.com/koktak/?p=1259</guid>

					<description><![CDATA[「液状化現象－巨大地震を読み解くキーワード」國生剛治　著]]></description>
										<content:encoded><![CDATA[<p><a rel="follow" target="_blank" href="https://kokasahi.com/koktak/wp-content/uploads/2021/11/液状化現象.pdf">「液状化現象－巨大地震を読み解くキーワード」國生剛治　著</a></p>
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		<item>
		<title>地震地盤動力学の基礎 図書案内チラシ（一般用・注文書）</title>
		<link>https://kokasahi.com/koktak/jisinjibandouryokugakunokiso-tosyoannaitirasi-1261</link>
		
		<dc:creator><![CDATA[TKokusho]]></dc:creator>
		<pubDate>Sun, 07 Nov 2021 15:39:35 +0000</pubDate>
				<category><![CDATA[土質学]]></category>
		<category><![CDATA[研究内容]]></category>
		<category><![CDATA[チラシ]]></category>
		<category><![CDATA[中央大学名誉教授]]></category>
		<category><![CDATA[國生剛治]]></category>
		<category><![CDATA[地震]]></category>
		<category><![CDATA[地震地盤動力学の基礎]]></category>
		<guid isPermaLink="false">https://kokasahi.com/koktak/?p=1261</guid>

					<description><![CDATA[地震地盤動力学の基礎　エネルギー的視点を含めて]]></description>
										<content:encoded><![CDATA[<p><a rel="follow" target="_blank" href="https://kokasahi.com/koktak/wp-content/uploads/2021/11/地震地盤動力学の基礎-図書案内チラシ（一般用・注文書）.pdf">地震地盤動力学の基礎　エネルギー的視点を含めて</a></p>
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		<item>
		<title>國生剛治関連学会査読論文などのリスト</title>
		<link>https://kokasahi.com/koktak/takajikokushoacademicpapersjapanese-780</link>
		
		<dc:creator><![CDATA[TKokusho]]></dc:creator>
		<pubDate>Wed, 18 Aug 2021 05:18:48 +0000</pubDate>
				<category><![CDATA[土質学]]></category>
		<category><![CDATA[研究内容]]></category>
		<category><![CDATA[2016年]]></category>
		<category><![CDATA[エネルギーに基づく液状化評価法による発生ひずみ]]></category>
		<category><![CDATA[中央大学名誉教授]]></category>
		<category><![CDATA[國生剛治]]></category>
		<category><![CDATA[國生剛治関連学会査読論文]]></category>
		<category><![CDATA[地盤工学ジャーナル]]></category>
		<category><![CDATA[地震]]></category>
		<category><![CDATA[沈下量の簡易計算]]></category>
		<category><![CDATA[液状化予測]]></category>
		<category><![CDATA[熊本地震]]></category>
		<guid isPermaLink="false">https://kokasahi.com/koktak/?p=780</guid>

					<description><![CDATA[Kokusho, T. and Tanimoto, S. (2021): Energy capacity versus liquefaction strength investigated by cyclic triax [&#8230;]]]></description>
										<content:encoded><![CDATA[<p>Kokusho, T. and Tanimoto, S. (2021): Energy capacity versus liquefaction strength investigated by cyclic triaxial tests on intact soils, Journal of Geotechnical and Geoenvironmental Engineering 147(4): ASCE.<br />
Kokusho, T. (2020): Energy-based liquefaction evaluation for induced strain and surface settlement – evaluation steps and case studies –, Soil Dynamics &amp; Earthquake Engineering, Elsevier, Vol. 143.<br />
國生剛治 (2020)：エネルギーに基づく液状化評価法による発生ひずみ・沈下量の簡易計算と既往事例への適用，地盤工学ジャーナル　Vol.15，No.4，683-695.<br />
石澤友浩・國生剛治・ハザリカ へマンタ(2020)：2016 年熊本地震の地震観測記録(KiK-net) における波動エネルギーの距離減衰，地盤工学ジャーナル（特集号）Vol.15，No.1，81-89.<br />
谷本俊輔・國生剛治(2020)：原位置試料の液状化エネルギー容量と液状化強度比の関係，地盤工学ジャーナル（特集号）Vol.15，No.1，25-38.<br />
國生剛治(2020)：エネルギーによる液状化予測法の実用化に向けて，地盤工学ジャーナル（特集号）Vol.15，No.1，1-13.<br />
Kokusho, T. (2020): Earthquake-induced flow liquefaction in fines-containing sands under initial shear stress by lab tests and its implication in case histories, Soil Dynamics &amp; Earthquake Engineering, Elsevier, Vol. 130, 105984.<br />
Kokusho, T. (2019): Energy-based Newmark method for earthquake-induced slope displacements, Soil Dynamics &amp; Earthquake Engineering, Elsevier, Vol. 121, 121-134.<br />
國生剛治（2019）: エネルギーNewmark 法による地震時斜面滑り発生と滑り変位量の簡易評価，地盤工学ジャーナルVol.14，No.1，1-16.<br />
Kokusho, T. and Kaneko, Y. (2018): Energy evaluation for liquefaction-induced strain of loose sands by harmonic and irregular loading tests, Soil Dynamics &amp; Earthquake Engineering, Elsevier, Vol. 114, 362–377.<br />
國生剛治・金子陽輔・岡田侑子(2018)：正弦波・不規則波繰返し載荷による砂の損失エネルギーと液状化挙動，地盤工学ジャーナル　Vol.13，No.3，205-221.<br />
Kokusho, T. (2017): Innovative earthquake soil dynamics, CRC Press, Taylor and Francis Group.<br />
Kokusho, T. (2017): Liquefaction evaluation directly comparing upward wave energy with dissipated energy, Proc. 3rd International Conference on Performance-Based Design, Vancouver.<br />
Kokusho, T. (2017): Liquefaction Potential Evaluations by Energy-Based Method and Stress-Based Method for Various Ground Motions: Supplement, Soil Dynamics &amp; Earthquake Engineering, Elsevier, Vol. 95, 40–47.<br />
國生剛治　(2016)：低緯度太平洋メガソーラー発電筏の概略成立性，太陽エネルギー　Vol.42，No.6，61-67．<br />
國生剛治　(2016)：エネルギーによる液状化判定法の適用性検討とFL 法との対比：補遺，地盤工学ジャーナル　Vol.11，No.3，283-293.<br />
Kokusho, T. (2015): Liquefaction research by laboratory tests versus in situ behavior, 5th Ishihara Lecture, Proc. 6th International Conference on Earthquake Goetechnical Engineering, Christchurch, NZ.<br />
新井　良太郎・國生　剛治・日下　拓哉　(2015)： 初期せん断応力が液状化破壊と発生ひずみに及ぼす　　影響についての中空ねじりせん断試験，地盤工学ジャーナル　Vol.10，No.2，213-223.<br />
Kokusho, T. and Mimori, Y. (2015): Liquefaction potential evaluations by energy-based method and stress-based method for various ground motions, Soil Dynamics &amp; Earthquake Engineering, Elsevier, Vol. 75, 130–146.<br />
國生剛治（2014）：地震地盤動力学の基礎－エネルギー的視点を含めて－，鹿島出版会．<br />
三森祐貴・國生剛治（2014）：エネルギーによる液状化判定法とFL法との比較―種々の地震動・地盤条件での検討―，地盤工学ジャーナル，Vol.9，No.4，603-618．<br />
國生剛治・山本祐美加・小栁智行・斎藤雄二郎・山田拓馬（2014）：模型実験による地震時斜面崩壊開始エネルギー閾値の評価と実崩壊事例との対比，地盤工学ジャーナル，Vol.9，No.4，721-737．<br />
Kokusho, T., Koyanagi, T. and Yamada, T. (2014): Energy approach to seismically induced slope failure and its application to case histories –Supplement-, Engineering Geology, Elsevier, Vol. 181, 290–296.<br />
Kokusho, T. (2014): Seismic base-isolation mechanism in liquefied sand in terms of energy, Soil Dynamic and Earthquake Engineering, Vol. 63, 92–97.<br />
國生剛治　(2014)：液状化地盤における免震メカニズムのエネルギー的検討，日本地震工学会論文集Vol.14，No.1，85-96．<br />
國生剛治（2013）エネルギーによる液状化判定法の適用性検討とFL法との対比，地盤工学ジャーナル，　Vol.8，No.3，463-475．<br />
Kokusho, T. (2013): Site amplification formula using average Vs in equivalent surface layer based on vertical array strong motion records, Proc. Intern. Conf. on Earthquake Geotechnical Engineering from Case History to Practice, Istanbul, Turkey, Springer GGEE 37, 141-160.<br />
Kokusho, T. (2013): Liquefaction potential evaluation–energy-based method versus stress-based method-, Canadian Geotechnical Journal No. 50, 1-12.<br />
Kokusho, T., Emoto, E. and Kato, T. (2013): Sailing solar cell raft project and weather and marine conditions in low-latitude Pacific Ocean, Journal of Energy Engineering, ASCE, 139(1), 2–7.<br />
日下拓哉・國生剛治・新井良太郎(2013)：初期せん断応力を受ける細粒分含有砂の液状化特性- 繰返し・単調載荷ねじりせん断試験による検討 -初期せん断応力を受ける細粒分含有砂の液状化特性- 繰返し・単調載荷ねじりせん断試験による検討 -，土木学会論文集C（地圏工学），Vol.69，No.1，80-90．<br />
Kokusho, T., Nagao, Y. Ito, F. and Fukuyama, T. (2012): Sand liquefaction observed during recent earthquake and basic laboratory study on aging effect, Proc. 2nd International Conf. on Performance-based Design in Earthquake Geotechnical Engineering, Taormina, Italy, GGEE 28, Springer, 75-92.<br />
Kokusho, T. and Suzuki, T. (2012): Energy flow in shallow depth based on vertical array records during recent strong earthquakes (Supplement), Soil Dynamics &amp; Earthquake Engineering, Vol. 42, 138-142.<br />
國生剛治，鈴木　拓（2012）：強地震鉛直アレー記録に基づいた地盤中の波動エネルギーフロー（補遺）、日本地震工学会論文集　第12 巻、第7号、62-68．<br />
Kokusho, T., Nakashima, S., Kubo, A. and Ikeda, K. (2012): Soil investigation of fly ash deposit improved by heavy compaction method, Journal of Geotechnical &amp; Geoenvironmental Engineering, ASCE, V0l.138, No.6, 738-746.<br />
Kokusho, T., Ito, F., Nagao, Y. and Green, R. (2012): Influence of non/low-plastic fines and associated aging effects on liquefaction resistance, Journal of Geotechnical &amp; Geoenvironmental Engineering, ASCE, V0l.138, No.6, 747-756.<br />
Kokusho, T. and Hiraga, Y. (2012): Dissipated energies and friction coefficients in granular flow by flume tests, Soils and Foundations Vol.52, No.2, 362–373.<br />
加藤達也，国生剛治（2012）：浸透力相似模型実験による飽和地盤中にある杭の引抜き支持力の変位速度依存性，土木学会論文集C（地圏工学），Vol. 68，No.1，117-126．<br />
國生剛治，江本永二，加藤達也（2012）：ソーラーセル帆走筏構想と太平洋低緯度帯の気象・海象条件，太陽エネルギー，日本太陽エネルギー学会，Vol.38，No.1，49-57．<br />
Kokusho, T. and Suzuki, T. (2011): Energy flow in shallow depth based on vertical array records during recent strong earthquakes, Soil Dynamics &amp; Earthquake Engineering, Vol. 31, 1540-1550.<br />
長尾洋太，國生剛治，伊藤文樹（2011）：砂質土の液状化強度～コーン貫入抵抗関係への過圧密・小ひずみ履歴の影響，土木学会論文集Ｃ，Vol.67，No.3，349-357．<br />
伊藤文樹，國生剛治，長尾洋太（2011）：非塑性細粒分を含む砂の液状化強度～コーン貫入抵抗関係への年代効果の影響，土木学会論文集Ｃ，Vol.67，No.1，26-35．<br />
國生剛治，鈴木 拓：強地震鉛直アレー記録に基づいた地盤中の波動エネルギーフロー，日本地震工学会論文集　第11 巻 第1 号，14-31，2011．<br />
Kokusho, T., Ishizawa, T. and Koizumi, K, (2011): Energy approach to seismically induced slope failure and its application to case histories, Engineering Geology, Elsevier, Vol. 122, Isuues1-2, 115-128.<br />
Kokusho, T., Ito, F. and Nagao, Y. (2011): Aging effect on liquefaction strength and cone resistance of fines-containing sand investigated in triaxial apparatus, Proc. 5th International Conference on Earthquake Geotechnical Engineering (Santiago), ISSMGE, 509-516.<br />
國生剛治，石澤友浩 (2010)：地震時斜面崩壊における土塊流動距離のエネルギー的評価と実崩壊例への適用，日本地すべり学会誌47巻3号（5月），121-128．<br />
國生剛治：海底地すべりへの地盤工学的アプローチ―地震時強度低下による流動破壊とそのエネルギー的評価―月刊地球，総特集「海底地盤変動学のススメ」、号外61，海洋出版株式会社、148-162，2010．<br />
國生剛治：初級講座「地震による斜面災害」，地盤工学会誌 Vol.57，No.8，58-65，2009.<br />
Kokusho, T.: Performance of foundation ground in Kashiwazaki-Kariwa Nuclear Power Station during 2007 Chuetsu-Oki earthquake, Proceedings of the International Conference on Performance Based Design in Earthquake Geotechnical Engineering (IS-Tokyo 2009), Keynote Lecture, Balkema, CRC Press, 21-40, 2009.<br />
Kokusho, T.: PBD in earthquake geotechnical engineering and energy-based design, Special Discussion Session –Future directions of performance-based design-, Performance-Based Design in Earthquake Geotechnical Engineering – from Case History to Practice, Proceedings of the International Conference on Performance Based Design in Earthquake Geotechnical Engineering (IS-Tokyo 2009), Balkema, CRC Press, 359-362, 2009.<br />
Kokusho, T., Ishizawa, T. and Hara, T.:  Slope failures during the 2004 Niigataken Chetsu earthquake in Japan, Earthquake Geotechnical Case Histories for Performance-Based Design, Balkema, CRC Press, 47-70, 2009.<br />
Kokusho, T., Ishizawa, T. and Nishida, K.: Travel distance of failed slopes during 2004 Chuetsu earthquake and its evaluation in terms of energy, Soil Dynamics &amp; Earthquake Engineering, Elsevier, 29, 1159-1169, 2009.<br />
Kokusho, T. and Ishizawa, T.: Energy-based evaluation of earthquake-induced slope failure and its application, Geotechnical Special publication No.181, Geotechnical Earthquake Engineering and Soil Dynamics, GEO Institute, ASCE, (CD-publication), 2008.<br />
國生剛治、佐藤克晴、長尾晋悟: KiK-net地震記録を用いた基盤から地表への震動増幅評価法、日本地震工学会論文集　第８巻、第２号、2008．<br />
Kokusho, T. and Sato, K.: Surface-to-base amplification evaluated from KiK-net vertical array strong motion records, Soil Dynamics and Earthquake Engineering, 707-716, Vol. 28, 2008.<br />
Kokusho, T. and Takahashi, T.: Earthquake-induced submarine landslides in view of void redistribution, Proceedings of the 2nd International Conference on Geotechnical Engineering for Disaster Mitigation &amp; Rehabilitation (GEDMAR08), Springer, 177-188, 2008.<br />
Kokusho, T.: Liquefaction strengths of poorly-graded and well-graded granular soils investigated by lab tests, 4th International Conference on Earthquake Geotechnical Engineering, Thessaloniki, 159-184, Springer, 2007.<br />
Kokusho, T. and Ishizawa, T.: Energy approach to earthquake-induced slope failures and its implications, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.133, No.7, 828-840, 2007.<br />
Kokusho, T., Motoyama, R. and Motoyama, H.: Wave energy in surface layers for energy-based damage evaluation, Soil Dynamics &amp; Earthquake Engineering Vol. 27, 354-366, 2007.<br />
石澤友浩，國生剛治：エネルギー法による地震時斜面変形量評価法の開発，土木学会論文集C　Vol.62，No.4，736-746, 2006.<br />
Kokusho, T., Motoyama, H. and Ishizawa, T.: Seismic wave energy in surface layers and energy-based damage evaluation, Proc. The 8th U.S. National Conference on Earthquake Engineering commemorating 100th SF earthquake, San Francisco, 18-22, 2006.<br />
Kokusho, T. and Ishizawa, T.: Energy approach for earthquake induced slope failure evaluation, Soil Dynamics and Earthquake Engineering, Elsevier, Vol.26, 221-230, 2006.<br />
Kokusho, T.： Recent developments in liquefaction research learned from earthquake damage, Journal of Disaster Research, Vol.1, No.2, 226-243.,2006.<br />
Kokusho, T.: Extreme Events in Geohazards in Asia, Proc. International Conference on Geotechnical Engineering for Disaster Mitigation &amp; Rehabilitation, Singapore, 1-20, 2005.<br />
Kokusho, T., Aoyagi, T. and Wakunami, A.: In situ soil-specific nonlinear properties back-calculated from vertical array records during 1995 Kobe Earthquake, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.131, No.12, 1509-1521, 2005.<br />
Kokusho, T., Hara, T. and Murahata, K.: Liquefaction strength of fines-containing sands compared with cone-penetration resistance in triaxial specimens, Proc. Second Japan-U.S. Workshop on Geo- mechanics: Testing, Modeling and Simulation, Kyoto, ASCE Geo Institute Geotechncal Publication No.156, 356-373, 2005.<br />
Kokusho, T. and Ishizawa, T.: Energy approach to slope failures and a case study during 2004 Niigata-ken Chuetsu Earthquake, Proc. Geotechnical Earthquake Engineering Satellite Conference, TC4 Committee, ISSMGE, Osaka, 255-262, 2005.<br />
Kokusho, T.: Strain-dependent soil properties optimized from destructive earthquake records compared with laboratory data, Proc. International Conference on Geotechnical Aspects of Natural and Man-made disasters, ATC-3 Committee, ISSMGE, Astana, Kazahkstan, 17-24, 2005.<br />
Kokusho, T., Motoyama, H. and Nagao, S.: Energy flow in soft soils during destructive earthquake based on vertical array records, Proc. International Symposium on Earthquake Commemorating Tenth Aniversary of the 1995 Kobe Earthquake, ISEE Kobe 2005, pp. B33-B44, 2005.<br />
Kokusho, T., Hara, T., and Murahata, K. (2005), Liquefaction strength of fines-containing sands compared with cone-penetration resistance in triaxial specimens, Proc. 2nd Japan-US Workshop on Geomechanics, ASCE Geo-Institute Publication No.156, pp356-373．<br />
Kokusho, T., Hara, T. and Hiraoka, R. (2004): Undrained shear strength of granular soils with different particle gradations, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.130, No.6, 621-629.<br />
樺澤和宏、國生剛治：液状化地盤の水膜現象による流動の模型実験とエネルギー的検討、土木学会論文集No.771,III-68、135-145, 2004．<br />
國生剛治、本山隆一、万谷昌吾、本山　寛：表層地盤における地震波のエネルギーフローと性能設計、日本地震工学会論文集、第4巻、第4号、1-20、2004.9.<br />
Kokusho, T., Ishizawa, T. and Harada, T. Energy approach for earthquake induced slope failure evaluation, Proc. 11th International Conference on Soil Dynamics &amp; Earthquake Engineering and 3rd International Conference on Earthquake Geotechnical Engineering, Berkeley, California, Vol.2, 260-267, 2004.<br />
國生剛治、石澤友浩、原田朋史：地震時斜面崩壊のエネルギー的評価方法、土木学会地震工学論文集Vol.27、論文NO.346、2003.12.<br />
岩本一平、國生剛治、中野孝威：単調および繰り返しせん断試験による砂礫の体積変化特性、土木学会論文集　No.736／III-63，205-215、2003.6.<br />
Kokusho, T. Current state of research on flow failure considering void redistribution in liquefied deposits, Soil Dynamics and Earthquake Engineering, Elsevier, Vol.23 , 585-603, 2003.<br />
Kokusho, T, and K. Kabasawa, K. “Energy approach to flow failure and its application to flow due to water film in liquefied deposits,” Proc. of International Conference on Fast Slope Movements, Prediction and Prevention for Risk Mitigation, Naples, 297-302, May 2003.<br />
Kokusho, T., Kuno, G., Iwasawa, M., Yoshio, H. and Ohkawa, T. Seismic stability of flowable fill during destructive earthquakes, 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Vol.2, 2277-2282, Boston, 2003.<br />
Kokusho, T., Yoshikawa, T., Suzuki, K. and Kishimoto, T., Post-liquefaction shear mechanism in layered sand by torsional shear tests, 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Vol.1, 1045-1050, Boston, 2003.<br />
Kokusho, T. and Fujita, K.: Site investigation for involvement of water films in lateral flow in liquefied ground, Journal of Geotechnical and Geoenvironmental Engineering, American Society for Civil Engineers, Vol. 128, No. 11, 917-925, Nov. 2002.<br />
Kokusho, T. and Mantani, S.: Seismic amplification evaluation in a very deep down-hole, Proc. 12th European Conference on Earthquake Engineering, Paper Reference 797, 2002.<br />
Kokusho, T. and Motoyama, R.: Energy dissipation in surface layer due to vertically propagating SH wave, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.128, No.4, 309-318, 2002.<br />
國生剛治、久野悟郎、岩沢　大、吉尾泰輝：流動化処理土の地震時力学特性についての基礎的実験、土木学会論文集 No.701／III-58、219-229、2002.3.<br />
Kokusho, T. and Kojima, T.: Mechanism for postliquefaction water film generation in layered sand, Journal of Geotechnical and Geoenvironmental Engineering, American Society for Civil Engineers, Vol.128, No.2, 129-137, Feb. 2002.<br />
藤倉裕介、國生剛治：砂礫の浸透破壊と透水係数に及ぼす粒度の影響、土木学会論文集No.687/III-56、27-36、2001.9．<br />
Kokusho, T.: Failure mechanisms in liquefaction studied in recent earthquakes, Proc. Satellite Conference, International Conference on SMGE, Istanbul, pp.287-297, August 2001.<br />
Kokusho, T.: Lateral flow mechanism involving water film in liquefied ground, Proc. U.S.-Japan Joint Workshop and Third Grantees meeting, University of Washington, Seattle, pp.109-116, August, 2001.<br />
國生剛治、青柳寮大、涌波晶弘：兵庫県南部地震のSGKサイトにおける鉛直アレー記録に基づいた地盤物性の逆解析、第26回地震工学研究発表会講演論文集、土木学会、札幌、pp.441-444、2001.8.<br />
高橋佳宏、國生剛治：地盤の1次元地震応答解析に与える地盤物性のバラツキの影響、第26回地震工学研究発表会講演論文集、土木学会、札幌、pp.449-452、2001.8.<br />
國生剛治、万谷昌吾：東灘ボーリングデータを用いた1次元解析による大深度地盤の地震動増幅特性、第26回地震工学研究発表会講演論文集、土木学会、札幌、pp.165-168、2001.8.<br />
原　忠、國生剛治、平岡良介：細粒分を含む砂礫材料の液状化特性と損失エネルギー、第26回地震工学研究発表会講演論文集、土木学会、札幌、pp.633-636、2001.8.<br />
Kokusho, T. and Aoyagi, T.: In situ nonlinear soil properties back-calculated from vertical array records of 1995 Kobe earthquake, Proc. In situ, Bali, pp.473-480, May 2001.<br />
Kokusho, T. and Fujita, K.: Water films involved in post-liquefaction flow failure in Niigata City during the 1964 Niigata earthquake, Proc. Recent Advances in Geotechnical Earthquake Eng. and Soil Dynamics, San Diego, CD publication, March 2001.<br />
Kokusho,T.: Correlation of pore-pressure B-value with P-wave velocity and Poisson’s ratio for imperfectly saturated sand or gravel”, Soils and Foundations, Vol.40, No.4, pp.95-102, 2000.<br />
Kokusho,T.: Mechanism for water film generation and lateral flow in liquefied sand layer, Soils and Foundations, Vol.40, No.5, pp.99-111, 2000.<br />
Kokusho,T: Remedial geotechnology based on failure evaluation in difficult soils, Keynote Lecture, Proc. of INDO-GEO2000; Proc. Seminar of the Indonesian Geotechnical Engineers Society, Jakarta, Nov. 2000.<br />
Kokusho,T. and Kojima,T.: Water film mechanism in seismically induced land and submarine slide, Proc. GEOENG2000, Melbourne, CD-Version, November 2000.<br />
Kokusho,T.: Emergence of water film in liquefied sand and its role in lateral flow, Proc. 12th World Conference on Earthquake Engineering (Auckland-New Zealand) , CD 0946, Jan. 2000.<br />
國生剛治、本山隆一： 地震波の上昇波と下降波の分離による表層地盤でのエネルギー収支、土木学会論文集No.652/III-51, 257-267、2000.6.<br />
國生剛治：砂層の成層構造による液状化時の水膜生成と地盤安定性への影響、応用地質、第41巻、第2号、77-86、2000.<br />
原　忠、國生剛治：砂礫の液状化強度および液状化後の非排水せん断強度に及ぼす粒度分布の影響、土木学会論文集　No.645／Ⅲ－50、pp.245-253、2000.3.<br />
Kokusho,T.: Formation of water film in liquefied sand and its effect on lateral spread, Journal of Geotechnical and Geoenvironmental Engineering Division, American Society of Civil Engineers, Vol.125, No.10, pp.817-826, October 1999.<br />
Kokusho,T.: Water film effect on lateral spreading in liquefied sand, Proc. Eleventh Asian Regional Conference on SMFE (Seoul), pp547-550, August 1999.<br />
國生剛治：砂質・礫質土の飽和度の違いによるP波速度とB地の関係、第25回地震工学研究発表会講演論文集、土木学会、東京、249-252、1999.7.<br />
原　忠、國生剛治：粒度分布を変化させた砂礫材料の力学特性、第25回地震工学研究発表会講演論文集、土木学会、東京、257-260、1999.7.<br />
國生剛治、本山隆一：鉛直アレー記録からみた表層地盤における地震エネルギーの収支、第25回地震工学研究発表会講演論文集、土木学会、東京、269-272、1999.7.<br />
國生剛治、澤野珠輝、故島哲朗、野中のぞみ：液状化砂層の水膜現象と側方流動メカニズム、液状化メカニズム・予測法と設計法に関するシンポジウム発表論文集、pp.561-568、1999.<br />
國生剛治：水膜現象が液状化砂層の側方流動へ与える影響、土と基礎、Vol.47、No.4、pp.103-106、1999.<br />
Kokusho, T.: Effect of nonlinear soil properties on seismic amplification in surface layers, 2nd International Conference on Earthquake Geotechnical Engineering (Lisbon), pp.913-918, 1999.<br />
國生剛治、本山隆一：鉛直アレー記録からみた表層地盤における地震エネルギーの収支、第25回地震工学会研究発表会講演論文集、土木学会、pp. 269-272、1999.<br />
國生剛治：強震時の地盤の非線形応答特性とそのエネルギー的解釈の試み、第44回地盤工学シンポジウム発表論文集-地盤工学の現状と今後の展望-、地盤工学会、pp. 355-364、1999.<br />
Kokusho, T. and Yoshida, Y.: SPT N-value and S-wave velocity of gravelly soils with different particle gradings, Proc. of the 1st Int. Conf. on site characterization, ISC&#8217;98/Atlanta/, 1998<br />
Kokusho,T., Watanabe,K. and Sawano,T.: Effect of water film on lateral flow failure of liquefied sand, Proc. 11th European Conf. on Earthquake Eng. (Paris), CD publication, ECEE/T2/kokeow.pdf., 1998.<br />
Kokusho,T. and Matsumoto, M. : Nonlinearity in site amplification and soil properties during the 1995 Hyogoken-Nambu Earthquake, Special Issue of Soils and Foundations pp.1-9, 1998.<br />
Kokusho,T., Fujikura,Y., Arai,T., et al.: Instability of Masa soil due to upward seepage flow, Proc. of the International Symposium on Problematic Soils, Japanese Geotechnical Society, pp.505-509, 1998.<br />
國生剛治、故島哲朗ほか：液状化地盤の流動メカニズムに与える水膜現象（WFE） の影響に関する模型実験、地震時の地盤、土構造物の流動性と永久変形に関するシンポジウム発表論文集、地盤工学会 pp.313-316、1998.<br />
國生剛治、澤野珠輝ほか：砂地盤の側方流動に関わる水膜の生成に関する研究、地震時の地盤、土構造物の流動性と永久変形に関するシンポジウム発表論文集 、pp.317-320、1998.<br />
國生剛治・松本正毅・青柳寮大ほか：兵庫県南部地震の鉛直アレー記録によるサイトの非線形増幅特性、第10回日本地震工学シンポジウム発表論文集PP.999-1004、1998.<br />
原　忠、國生剛治：	三軸試験機による礫質土の液状化強度特性、第10回日本地震工学シンポジウム発表論文集、pp.1313-1318、1998.<br />
國生剛治、澤野珠揮、故島哲朗、中野孝威、野中のぞみ：液状化砂層の側方流動に及ぼす水膜の影響とその生成条件、第10回日本地震工学シンポジウム発表論文集、pp.1463-1468、1998.<br />
國生剛治、故島哲朗：液状化地盤の流動メカニズムに与える水膜現象(WFE)の影響に関する模型実験、地盤工学会、地震時の地盤・土構造物の流動性と永久変位に関するシンポジウム発表論文集、pp.313-316、1998.<br />
Kokusho,T. and Yoshida,Y.: SPT N-value and S-wave velocity for gravelly soils with different grain size distribution, Soils &amp; Foundations Vol.37, No.4, pp105-113, 1997.<br />
Kokusho,T.: Formulation of SPT N-value for gravelly soils with different particle gradings, Proc. International Conference on SMGE, ISSMGE, (Hamburg), 1997.<br />
Kokusho,T. and Matsumoto,M.: Nonlinear site response during the Hyogoken-Nambu earthquake recorded by vertical arrays in view of seismic zonation methodology, Seismic Behaviour of Ground and Geotechnical Structures, Proc. of Special Technical Session on Earthquake Geotechnical Engineering during 14th International Conference on Soil Mechanics and Foundation Engineering, pp.61-69, 1997.<br />
國生剛治, 松本正毅, 佐藤清隆:　非線形地盤応答から同定された土の動的物性のひずみ依存性, 第２回阪神淡路大震災に関する学術講演会論文集, 土木学会, pp91-98, 1997.<br />
國生剛治、渡辺一洋: 液状化地盤の側方流動に及ぼす水膜現象(WFE)の影響、土木学会、第２４回地震工学研究発表会講演論文集、pp.545-548、1997.<br />
Sato, K., Kokusho, T., Matsumoto, M. and Yamada, E.: Nonlinear seismic response and soil property during strong motion, Special Issue on Geotechnical Aspects of the January 17, 1995 Hyogoken Nambu Earthquake, Soils and Foundations, 41-52, 1996.<br />
Kokusho,T., Matsumoto,M. and Sato,K.: Nonlinear seismic properties back-calculated from strong motions during Hyogoken-Nambu EQ ,  Proc. World Conference on earthquake Engineering (Acapulco), 1996.<br />
Kokusho,T. and Matsumoto,M.: Nonlinear site response of vertical array records during the Hyogoken Nambu EQ　in view of seismic zonation methodology, Proc. International Workshop on Zonation and Geotechnical Natural Hazards,（Dalian, China）, 1996.<br />
Kokusho,T., Tanaka,Y., Kawai, T., Kudo, K., Suzuki, K., Tohda, S. and Abe, S.: Case study of rock debris avalanche gravel liquefied during 1993 Hokkaido-Nansei-Oki Earthquake, Soils and Foundations, Vol.35, No.3, pp83-95, 1995.<br />
Kokusho,T., Tanaka,Y., Kudo, K. and Kawai, T.: Liquefaction case study of volcanic gravel layer during 1993 Hokkaido-Nansei-Oki Earthquake, Proc. 3rd Intern. Conf. on Recent Advances on Soil Dynamics and Geotechnical Earthquake Engineering (St. Louis), pp235-242, 1995.<br />
Kokusho,T., Kajima,R., et al.: Advanced siting of off-shore NPP on  man-made island, JSME/ASME, Proc. Intern. Conf. Nuclear Eng. (Kyoto), JSME, pp2103-2108, 1995.<br />
Kokusho,T., Sato.K. and Matsumoto,M.: Nonlinear seismic amplification of soil ground during Hyogo-ken Nambu E.Q., Proc. 5th Intern. Conf. on Seismic Zonation, (Nice), 1995.<br />
Kokusho,T., Yoshida,Y. and Tanaka,Y.: Shear wave velocity in gravelly soils with different particle gradings, Sessions by Geotechnical Eng.Div. ASCE (San Diego), 1995.<br />
Kokusho,T., Yoshida,Y. and Tanaka,Y.: Formulation of shear wave velocity in gravelly soils, Proc. 1st Intern. Conf. on Earthquake Geotech. Eng. (Tokyo), 1995.<br />
Kokusho,T. and Tanaka,Y.: Dynamic properties of gravel layers investigated by in-situ freezing sampling, Proc. Geotechnical Eng. Div. Sessions, ASCE Convention (Atlanta), pp121-140, 1994.<br />
Kokusho,T. Geotechnical investigation in the Hualien Large Scale Seismic Test Project, Transactions 12th Intern. Conf. on Structural Mechanics in Reactor Technology (Stuttgart), August 1993.<br />
Kokusho,T. State of the art on research and development of advanced siting technology in Japan, Proc. Intern. Conf. on Design and Safety of Advanced Nuclear Power Plants (Tokyo), October 1992.<br />
Kokusho,T, Tohma,J. Yajima,H., Tanaka,Y., Kanatani,M. and Yasuda, N. : Seismic response of soil layer and its dynamic properties, Proc. 10th World Conf. On Earthquake Eng. (Madrid), pp.6671-6679, August 1992.<br />
Kokusho,T.:  In-situ dynamic property evaluation of gravelly soil, Proc. 5th Intern. Conf. on Soil Dynamics and Earthquake Engineering (Kahlsruhe), 1991.<br />
Kokusho,T.:  In-situ dynamic soil properties and their evaluations, Proc. 8th Asian Regional Conf. on SMFE (Theme Lecture in Kyoto), Vol.2, pp.215-235, 1987.<br />
Kokusho,T. Yoshida, Y. and Nagasaki, K:  Liquefaction strength evaluation of dense sand layer, Proc. 11th Intern. Conf. on SMFE (San Francisco), Vol. 4, 1897-1900, 1985.<br />
Kokusho,T., Esashi,Y. and Yoshida,Y.: Dynamic properties of soft clay for wide strain range, Soils and Foundations Vol.22, No.4, 1982, 1-18.<br />
Kokusho, T. and Esashi, Y.:Cyclic triaxial tests on sands and coarse materials, Proc. 10th International Conference on SMFE, (Stockholm) Vol. I, 673-676, 1981.<br />
Kokusho,T.: Cyclic triaxial test of dynamic soil properties for wide strain range, Soils and Foundations Vol.20, No.2, 45-60, 1980.<br />
Kokusho, T., Iwatate, T. and Ooaku, S. (1979): Scaled model tests and numerical analyses on nonlinear dynamic response of soft grounds, Proc. Japan Earthquake Engineering Sympoisium, JAEE, Paper No.96, 761-768.<br />
國生剛治・岩楯敞広　(1979):軟弱地盤の非線形震動特性についての模型振動実験と解析，土木学会論文報告集，第285号， 57-67．</p>
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		<item>
		<title>Realize 100% Renewable Energy in Low-Latitude Pacific Ocean</title>
		<link>https://kokasahi.com/koktak/realize-100-renewable-energy-in-low-latitude-pacific-ocean-282</link>
		
		<dc:creator><![CDATA[TKokusho]]></dc:creator>
		<pubDate>Sun, 28 Mar 2021 02:24:20 +0000</pubDate>
				<category><![CDATA[研究内容]]></category>
		<category><![CDATA[太平洋帆走メガソーラー発電筏]]></category>
		<category><![CDATA[Low-Latitude Pacific Ocean]]></category>
		<category><![CDATA[Realize 100% Renewable Energy]]></category>
		<category><![CDATA[SDGs]]></category>
		<category><![CDATA[カーボンニュートラル]]></category>
		<category><![CDATA[ソーラー発電]]></category>
		<category><![CDATA[中央大学名誉教授]]></category>
		<category><![CDATA[國生剛治]]></category>
		<category><![CDATA[太平洋]]></category>
		<category><![CDATA[太陽光発電]]></category>
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		<category><![CDATA[自然エネルギー]]></category>
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					<description><![CDATA[Takaji KOKUSHO Professor Emeritus, Chuo University Tokyo, Japan Mega Solar-Module Raft Project in Low-Latitude [&#8230;]]]></description>
										<content:encoded><![CDATA[
<p class="has-text-align-center has-larger-font-size"><strong>Takaji KOKUSHO</strong> </p>



<p class="has-text-align-center">Professor Emeritus, Chuo University Tokyo, Japan</p>



<p class="has-accent-color has-text-color" style="font-size:40px"><strong>Mega Solar-Module Raft Project in Low-Latitude Pacific Ocean &amp; and Its Possibility</strong> </p>



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<p>The Japanese Government has bravely declared recently to fulfil carbon-neutralization of the country by 2050. However, a realistic scenario toward that goal has not yet been visualized. With its narrow land areas inhabited by more than a hundred of million people, it is absolutely impossible for Japan to realize this target simply by land-based natural energies such as hydraulic, geothermal, solar and wind, even with the aid of continuous operations of controversial nuclear power.</p>
</div>



<p>The most plausible strategy to meet the goal the government seems to aim is offshore wind power similar to other nations in the world. Off-shore wind power has been developed in nations in northern Europe like Denmark, UK and Germany in these decades. They are all fixed-bottom types with&nbsp;their foundations constructed directly on sea-floor, wherein water depth should be less than 50 m at the deepest. Unfortunately, coastal seas in most part of Japan islands tend to increase water depth in short distance from the shore, limiting the potential capacity of the fixed-bottom type.&nbsp; </p>



<p>Hence, the floating type which can be sited in seas 200 m deep or more seemingly are considered to be promising,&nbsp;wherein the wind turbine is fixed on&nbsp;the float moored and anchored to deep sea-floor. UK is proud of this&nbsp;offshore technology as a front-runner in R &amp; D making the most of the experience in the North Sea oil/gas project and planning to&nbsp;demonstrate the technology mature in a few years through test-site operations. The Japanese government appears to look forward largely to the floating type wind power as promising renewable energy because large sea areas may be able to be available as favorable sites. </p>



<p>However, the practical use of the floating wind power has not yet been started even in European front-runner countries. In Asian countries like Japan where natural environments are more hostile with severe typhoon, high seismicity and tsunami, considerable technical problems will have to be solved before the power system can serve as a major player. A couple of test sites have already been chosen and experimental floating wind power projects are tested for several years in Japan, though their clear technical&nbsp;perspective has not yet been recognized publicly. Furthermore, fishing industries in Japan have historically had strong voices in using oceans all along the coasts, that may impose another constraint on the off-shore wind power. </p>



<p>Thus, it seems too optimistic to believe that we can depend exclusively on off-shore wind power to supply huge volume of renewable energy demand in Japan to realize the carbon-neutral. Instead, possibilities of other renewable energies conceivable in our own environment have to be explored by utilizing technological development in near future. </p>



<p>In this respect, our research group have been proposing an innovative project for more than a decade (before the Fukushima nuclear disaster in 2011) that&nbsp;could be another possibility of huge renewable energy.</p>



<p>Huge sunshine energy affluent in low-latitude Pacific Ocean may be captured with reasonable economy by mega-solar module rafts sailing slowly. It is no doubt the right of any countries authenticated by the International Maritime Law to make a sail in international open seas for commercial purposes, wherein renewable sunshine energy is exploited on purpose. Hence, it is considered sufficiently possible to share a consensus in international forums such as IMO (International Maritime Agency) how to develop such an innovative usage of open seas as gigantic solar power generation for growing sustainable world economies by paying enough attention to minimum impact on other activities there. Fortunately, the low-latitude Pacific&nbsp;Ocean are remote from major commercial sea traffics in the high latitudes.</p>



<p>If a giant mega-solar raft as 5 km square is considered for example, the electric energy generated only during daylight hours can be equivalent to 1 GW nuclear power stations of availability 100%, by assuming daily sunshine energy per area 8 kWh/m<sup>2</sup>, the energy conversion rate 12 % (of silicone solar&nbsp;module commercially available today). In the most part of low-latitude Pacific Ocean, the annual average of daily sunshine energy exceeds 6.0 kWh/m<sup>2</sup> among that the highest can reach 6.5～7.0 kWh/m<sup>2</sup> between the equator and 15° south in a sea&nbsp;expanding as vast as the Australian continent. Hence, it seems possible for the movable raft to pursue optimal sunshine depending on seasons attaining 8.0 kWh/m<sup>2</sup> (more than twice the average in the Japan island) by making an energy-saving slow wind sailing.</p>



<p>As for the wind condition there, it is found to be very favorable in terms of annually averaged wind speed of 3～7 m/s considerably milder than in high-latitude oceans and&nbsp;fixed wind directions. If wind power operational even during nighttime is integrated with solar module, the system may further boost its power generation. The waves are never rough, 1~2 m high on average in low-latitude Pacific, unlike middle/high latitude in all seasons, though the solar module raft will be designed operational in much higher waves so long as the sunshine is available on the raft for power generation.</p>



<p>As the greatest risk to this energy system, tropical depressions or storms named Typhoon in Japan cannot be ignored. However, it should be recognized first of all that there are two wide areas&nbsp;in low-latitude Pacific literally free from the risk. One is overlapping with the area of the highest sunshine energy mentioned above (due to exceptionally low temperature of sea water originated from Antarctica. Another is ±5° along the equator where tropical depressions cannot be born theoretically because of the Colioris effect. In other areas, the risk tends to increase,&nbsp;though not so severely as in the middle-latitude, necessitating in-advance evacuations. It may well be expected that rapidly advancing meteorological knowledge/technology will enable reliable predictions of tropical depressions in a month ahead in near future. As for one more natural disaster, tsunami, the effect may not be critical to this energy system as long as it stays remotely from shallow coastal areas.</p>



<p>In our scenario to realize this system contributing to the carbon-neutral initiative by 2050, three major technologies have to become practically mature in 30 years as follows;</p>



<p>1) The huge electric energy generated by the solar module is transformed into hydrogen gas by alkaline water electrolysis and further into MCH (Methylcyclohexane) by reacting with Toluene sequentially in real time, and MCH is transported by oil tankers (VLCC) shuffled once in two weeks between the raft and Japan. </p>



<p>2) Solar module (CIGS-type) seems to be promising for this project, thin (2 micron) with conversion efficiency of more than 12% and should be integrated with flexible sail clothes. Energy collection system from numerous numbers of module all over the raft should be as simplified and durable as possible. </p>



<p>3) The giant raft consisting of 2500 units of 100 m square, each of them further comprising 16 subunits of 25 m square on which 4 solar modules are set. All of them are connected by universal joints so as to deflect freely following wave motions. The raft are designed to be able to sail basically by wind and sea-current.</p>



<p>Though the hurdles to&nbsp;realize these widely diversed technologies&nbsp;seem to be&nbsp;too high to overcome, their technnical bases are already present actually. What is needed in the next 30 years is to practicalize the individual technical elements by scaling up capacity, modifying for higher efficiency, better performance and cost-minimizing, and then integrate them all together.</p>



<p>The economic feasibility has roughly been estimated on the 25 km<sup>2</sup> mega-solar raft by extrapolating current state of the arts. It indicates that subsidizing price of hydrogen by 50% will make it viable.&nbsp;However, more cost-cutting efforts are further required to be commercially feasible for market-competitive hydrogen price. It is particularly needed for the giant raft to employ truly innovative design concepts for drastic cost reduction. Essential chemical plants for electrolysis and hydrogenation also very costly have to be drastically economized by incorporating advanced technology, scaling-up&nbsp;and mass production effects.</p>



<p>Though further steps are still needed to reach to the gigantic 1 GW system, it seems possible to realize a smaller capacity mega-solar module raft to practically operate in low-latitude Pacific by 2050 because the basic technologies are already in our hands. Also note that such an innovative green energy initiative where international multidisciplinary cooperation of science &amp; technology is&nbsp;critical will surely lead to creation of next-generation disciplines in science &amp; technology, markets in commerce and job opportunities&nbsp;not only in Japan but all over the world. That&nbsp;will make an epoch bringing all human beings on earth to a&nbsp;new horizon to live a truly sustainable life.</p>



<p>One may wonder if such a green-energy initiative in the low-latitude Pacific Ocean may coexist with the current circumstances of US-China power struggle conducted right there. Because of that, however, it is really&nbsp;meaningful&nbsp;from a quite different perspective of world peace to start this initiative in cooperation firstly with Pacific Island countries as well as with many other interested countries.</p>



<p>Time surely comes when developing countries will have sufficiently developed to demand as much energy as already developed countries. Then, abundant sunshine energy in low-latitude Pacific Ocean will be targeted by many countries as indispensable natural energy resource. To prepare for that time, Japan is a right country in a right position to take the first step to this endeavor in cooperation with many other countries including Pacific Island nations.</p>



<p>Thus, besides offshore wind power, Japan may possibly be able to have another option of huge renewable energy. Why do not we expand our sight and investigate the possibility to make use of abundant sunshine energy in the Pacific Ocean that nobody has ever tried to do.</p>



<p>References： Kokusho, T., Emoto E. and Kato, T. (2012): Sailing Solar-Cell Raft Project and Weather/Marine Conditions in Low-Latitude Pacific Ocean, Journal of JSES, Japan Sunshine Energy Society, 38 (1), 49-57 (in Japanese). Kokusho, T., Emoto E. and Kato, T. (2013): Sailing solar-cell raft project and weather and marine conditions in low-latitude Pacific Ocean, Journal of Energy Engineering, ASCE, 139 (1), 2-7. Kokusho, T. (2016): Feasibility of Mega Solar Raft in Low-Latitude Pacific Ocean, 42 (6), Journal of JSES, Japan Sunshine Energy Society, 42 (6), 49-57 (in Japanese).</p>



<p>The following is a PPT presentation material associated with a lecture delivered in Energy Committee of Japan Society for Civil Engineers in January 2020, where a more detailed information on this energy project is available as translated into English.</p>



<p></p>



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