砂土的變形特性

內(nèi)容概要

揭示土體的本質(zhì)一直是土力學(xué)領(lǐng)域發(fā)展的重要課題。本書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(jié)。內(nèi)容包括四部分：第一部分(第一、二章)對砂土的狀態(tài)相關(guān)剪脹特性作了比較詳細(xì)的概述；第二部分(第三、四、五章)分別介紹了砂土的小應(yīng)變特性、三軸空間砂土的變形特性以及復(fù)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(tài)相關(guān)剪脹理論以及統(tǒng)一的砂土本構(gòu)模型；第四部分(第七章)介紹了緊密砂土中剪切帶的形成過程及其數(shù)值模擬。    本書可供有關(guān)科研、設(shè)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(yè)研究生的教學(xué)參考書。

書籍目錄

PREFACELIST OF SYMBOLSChapter 1  INTRODUCTIONChapter 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  SummaryChapter 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  SummaryChapter 4  SAND BEHAVIOR UNDER TRIAXIAL LOADING CONDITION  Introduction  Test Apparatus   Test Procedure  Data Reduction  Test Results  Summary and DiscussionsChapter 5  DEFORMATIONAL CHARACTERISTICS OF SAND UNDER TORSIONAL SHEAR LOADING CONDITIONChapter 6  UNIFIED SAND MODELING-STATE-DEPENDENT DIL ATANCY APPROACHChapter 7  SHEAR BAND FORMA TION AND ITS EFFECTS ON THE GLOBAL RESPONSEREFERENCES

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