作者：顾琳琳[等]著
页数：123页
出版社：同济大学出版社
出版日期：2021
ISBN：9787560899893
电子书格式：pdf/epub/txt
内容简介
顾琳琳，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。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。
作者简介
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。
目录
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 description
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 description
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
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 description
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 description
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
