《砂土的變形特徵》是作者通過多年工作實踐在砂土變形特性方面研究的簡略總結。內容包括四部分：第一部分(第一、二章)對砂土的狀態相關剪脹特性作了比較詳細的概述；第二部分(第三、四、五章)分別介紹了砂土的小應變特性、三軸空間砂土的變形特性以及複雜荷載作用下砂土的變形特性；第三部分(第六章)介紹了砂土的狀態相關剪脹理論以及統一的砂土本構模型；第四部分(第七章)介紹了緊密砂土中剪下帶的形成過程及其數值模擬。揭示土體的本質一直是土力學領域發展的重要課題。《砂土的變形特徵》可供有關科研、設計和工程單位的科技工作者參考，也可作為高等院校土木、水利、工民建等專業研究生的教學參考書。
基本介紹
- 書名：砂土的變形特徵
- 出版社：黃河水利出版社
- 頁數：172頁
- 開本：16
- 品牌：黃河水利出版社
- 作者：蔡正銀
- 出版日期：2004年7月1日
- 語種：簡體中文
- ISBN：7806217924
內容簡介,圖書目錄,
內容簡介
《砂土的變形特徵》由黃河水利出版社出版。
圖書目錄
PREFACE
LIST OF SYMBOLS
Chapter 1 INTRODUCTION
Chapter 2 LITERATURE REVIEW
Introduction
Sand Response and Charaterization of the State of a Sand
Stress Dilatancy Theories and Their Applications in Soil Modeling
State-dependent Dilatancy and Unified Sand Modeling
Strain Localization Problem
Summary
Chapter 3 CHARACTERIZATION OF THE SMALL STRAIN BEHAVIOR OF SAND
Introduction
Test Setup
Test Soil and Specimen Preparation
Testing Procedure
Data Reduction
Effects of Previbration Cycles on Dynamic Properities of Soils
Effects of Void Ration and Confining Pressure on Dynamic Properities of Soils
Summary
Chapter 4 SAND BEHAVIOR UNDER TRIAXIAL LOADING CONDITION
Introduction
Test Apparatus
Test Procedure
Data Reduction
Test Results
Summary and Discussions
Chapter 5 DEFORMATIONAL CHARACTERISTICS OF SAND UNDER TORSIONAL SHEAR LOADING CONDITION
Chapter 6 UNIFIED SAND MODELING-STATE-DEPENDENT DIL ATANCY APPROACH
Chapter 7 SHEAR BAND FORMA TION AND ITS EFFECTS ON THE GLOBAL RESPONSE
REFERENCES
LIST OF SYMBOLS
Chapter 1 INTRODUCTION
Chapter 2 LITERATURE REVIEW
Introduction
Sand Response and Charaterization of the State of a Sand
Stress Dilatancy Theories and Their Applications in Soil Modeling
State-dependent Dilatancy and Unified Sand Modeling
Strain Localization Problem
Summary
Chapter 3 CHARACTERIZATION OF THE SMALL STRAIN BEHAVIOR OF SAND
Introduction
Test Setup
Test Soil and Specimen Preparation
Testing Procedure
Data Reduction
Effects of Previbration Cycles on Dynamic Properities of Soils
Effects of Void Ration and Confining Pressure on Dynamic Properities of Soils
Summary
Chapter 4 SAND BEHAVIOR UNDER TRIAXIAL LOADING CONDITION
Introduction
Test Apparatus
Test Procedure
Data Reduction
Test Results
Summary and Discussions
Chapter 5 DEFORMATIONAL CHARACTERISTICS OF SAND UNDER TORSIONAL SHEAR LOADING CONDITION
Chapter 6 UNIFIED SAND MODELING-STATE-DEPENDENT DIL ATANCY APPROACH
Chapter 7 SHEAR BAND FORMA TION AND ITS EFFECTS ON THE GLOBAL RESPONSE
REFERENCES
