海上風電樁基承載性能宏細觀機制 (英文) 劉俊偉 9787112298853 【台灣高等教育出版社】
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物品所在地：中國大陸
原出版社：中國建築工業
物品所在地：中國大陸
原出版社：中國建築工業
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| *完成訂單後正常情形下約兩周可抵台。 *本賣場提供之資訊僅供參考，以到貨標的為正確資訊。 印行年月：202405*若逾兩年請先於私訊洽詢存貨情況，謝謝。 台灣(台北市)在地出版社，每筆交易均開具統一發票，祝您中獎最高1000萬元。 書名：海上風電樁基承載性能宏細觀機制 (英文) ISBN：9787112298853 出版社：中國建築工業 著編譯者：劉俊偉 頁數：211 所在地：中國大陸 *此為代購商品 書號：1674592 可大量預訂，請先連絡。 內容簡介 海上風電是解決能源短缺、改善能源結構的有效途徑。我國海上風能資源豐富，靠近東部城市群負荷中心，穩步發展海上風電場已列為國家能源戰略。本書是在總結作者及其研究團隊多年來在海上風電樁基礎研究方面取得的研究成果基礎上編寫而成。全書共由6章構成，其中第1章為海上風電樁基承載特性研究現狀，第2章為循環荷載下典型海洋土的力學特性，第3章為近海風電開口管樁的貫入特性，第4章為近海風電單樁基礎的承載特性，第5章為樁-土界面的循環剪切特性，第6章為砂土地基中風電導管架群樁基礎的承載特性。本書展示了海上風電樁基礎的研究進展與發展前景，有助於提高海上風電領域的設計和施工水平，可作為海上風電基礎工程設計與施工的參考用書。目錄 Chapter 1 Research status for bearing characteristics of pile foundation for offshore wind power1 1 Research status of typical marine soil mechanical properties under cyclic loading 1 2 Rescarch status of penetration characteristics of open-ended pipe piles 1 3 Research status of bearing characteristics of monopile 1 4 Research on cyclic shear characteristics of pile-soil interface 1 5 Research status of bearing characteristics of pile group References Chapter 2 Typical mechanical properties of marine soil under cyclic loading 2 1 Responses of granular soils under cyclic loading 2 1 1 Responses of granular soils in cyclic simple shear conditions 2 1 2 Responses of granular soils in cyclic triaxial test conditions 2 1 3 Summary 2 2 Cyclic behavior of China Laizhou Bay submarine mucky clay at an offshore wind turbine site 2 2 1 Experiment process 2 2 2 Cyclic behavior 2 2 3 Summary References Chapter 3 Driving characteristics of open-ended pile for offshore wind power 3 1 Large scale model test on driving characteristics of open-ended pile 3 1 1 Test equipment and material selection 3 1 2 Test results and analyses 3 1 3 Summary 3 2 DEM investigation of installation responses of jacked open-ended piles 3 2 1 DEM modeling 3 2 2 DEM simulation results 3 2 3 Summary References Chapter 4 Bearing characteristics of monopile foundations for offshore wind turbine 4 1 Failure modes of rigid monopile foundation in soft clay under multidirectional loads 4 1 1 Finite element numerical modeling 4 1 2 Failure mode of monopile foundation under unidirectional loads 4 1 3 Failure mode of monopile foundation under complex loads 4 1 4 Effect of pile diameter on bearing capacity of monopile foundation 4 1 5 Summary 4 2 Dynamic response of offshore open-ended pile in sand under lateral cyclic loadings 4 2 1 Studies using large-scale model tests 4 2 2 Numerical studies using Discrete Element simulation 4 3 Response of close-ended pile under lateral cyclic loading and the associated micro-mechanics 4 3 1 Summary of scaled model tests findings and field evidence 4 3 2 Numerical findings using discrete element method modeling 4 3 3 Summary References Chapter 5 Investigation of cyclic pile-sand interface weakening mechanism 5 1 Large-scale CNS cyclic direct shear tests 5 1 1 Testing apparatus 5 1 2 Testing materials and testing scheme 5 2 Monotonic pile-sand interface behavior 5 3 Cyclic pile-sand interface weakening mechanism 5 3 1 Cyclic attenuation of interface shear and normal stress amplitudes 5 3 2 Stress path behavior 5 3 3 Interface particle crushing 5 4 Summary References Chapter 6 Bearing characteristics of wind turbine jacket group pile foundation in sandy soil 6 1 Model tests of jacking installation and lateral loading performance ofjacket foundation in sand 6 1 1 Model testing 6 1 2 Test results and discussions 6 1 3 Summary 6 2 Dynamic response of open-ended pipe pile under vertical cyclic loading insand and clay 6 2 1 Materials and Methods 6 2 2 Experimental Procedure 6 2 3 Results and Discussions 6 2 4 Summary References 詳細資料或其他書籍請至台灣高等教育出版社查詢，查後請於PChome商店街私訊告知ISBN或書號，我們即儘速上架。 |
