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碛口古镇
海上风电桩基承载性能宏细观机制 版权信息
- ISBN:9787112298853
- 条形码:9787112298853 ; 978-7-112-29885-3
- 装帧:一般胶版纸
- 册数:暂无
- 重量:暂无
- 所属分类:>
海上风电桩基承载性能宏细观机制 内容简介
海上风电是解决能源短缺、改善能源结构的有效途径。我国海上风能资源丰富,靠近东部城市群负荷中心,稳步发展海上风电场已列为国家能源战略。本书是在总结作者及其研究团队多年来在海上风电桩基础研究方面取得的研究成果基础上编写而成。全书共由6章构成,其中第1章为海上风电桩基承载特性研究现状,第2章为循环荷载下典型海洋土的力学特性,第3章为近海风电开口管桩的贯入特性,第4章为近海风电单桩基础的承载特性,第5章为桩-土界面的循环剪切特性,第6章为砂土地基中风电导管架群桩基础的承载特性。本书展示了海上风电桩基础的研究进展与发展前景,有助于提高海上风电领域的设计和施工水平,可作为海上风电基础工程设计与施工的参考用书。
海上风电桩基承载性能宏细观机制 目录
Chapter 1 Research status for bearing characteristics of pile foundation for offshore wind power
1.1 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
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