软弱土地基上结构物的动力响应特性 同济大学出版社 下载 网盘 txt 地址 rtf kindle docx pdf

本书是关于岩土结构物动力学特性的著作，主要采用室内试验、数值模拟等方法，系统研究了软弱土地基（软土和饱和砂土）上岩土结构物在动荷载（地震荷载、交通荷载）作用下加速度、超孔隙水压力分布及侧向变形和沉降等动力学特性，深入揭示了软弱土地基上岩土结构物的动力响应特征。本书适合岩土工程、地质工程及相关专业的科研人员和专业技术人员使用，也可供高等院校师生参考阅读。

Chapter 1 General Introduction

1.1 Background and objectives

1.2 Outline of the book

Chapter 2 Constitutive Model of Cyclic Mobility Model

2.1 Introduction

2.2 Modeling of cyclic mobility

2.3 Summary

Chapter 3 Liquefaction Behavior of Soil Embankment SubJected to Earthquake Loading and Ground Improvement

3.1 Introduction

3.2 Problem deion

3.3 Strengthening effect of grouting

3.4 Summary

Chapter 4 Mechanical Behavior of Piled-Raft Foundation in Soft Ground Subjected to High-Speed Train Loading

4.1 Introduction

4.2 Problem deion

4.3 Soil-water coupling dynamic analysis with FE-FD scheme

4.4 Results and discussion on settlement of piled-raft foundation and subgrade ground

4.5 Results and discussion on EPWP of subgrade

4.6 Results and discussion on sectional forces of piles

4.7 Summary

Chapter 5 The Reinforcement of Piled-Raft Foundations by Grouting Technology

5.1 Introduction

5.2 Settlement countermeasures

5.3 Numerical prediction of long-term settlement

5.4 Summary

Chapter 6 1g Model Tests of Piled-Raft Foundation Subjected to High-Frequency

6.1 Introduction

6.2 Model test setup

6.3 Experimental results and discussion

6.4 Summary

Chapter 7 Numerical Investigation on the Seismic Behavior of Breakwater and Influence on Its Ability to Resist Tsunami

7.1 Introduction

7.2 Evidence for liquefaction damage to breakwater before tsunami

7.3 Soil-water coupled dynamic analysis

7.4 Results and discussion

7.5 Summary

Chapter 8 Conclusions and Remarks

8.1 Conclusions

8.2 Remarks on future study

Reference

顾琳琳，女，33岁，岩土工程专业毕业，博士学历，现工作于南京理工大学，讲师职称，主要从事岩土体动力学及岩土地震工程相关的研究，目前主持国家自然基金项目1项，省部级科研项目5项，发表SCI论文12篇，出版专著1部。

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