岩土工程经典书籍推荐

dong.zip

Soil Mechanics in Engineering Practice
by Karl Terzaghi
This book is one of the best-known and most respectedbooks in geotechnical engineering. In its third edition, it presentsboth theoretical and practical knowledge of soil mechanics inengineering....
Theoretical Soil Mechanics
by Karl Terzaghi
Principles of Geotechnical Engineering
by Braja M. Das
Braja Das's exceptionally clear theoretical explanationsrealistic worked examples thorough explanation of field testing methodsand extensive problem sets have made this book the leader in its field...
Advanced Soil Mechanics
by Braja M. Das
Fundamentals of Soil Behavior
Mitchell, James K.
Shallow Foundations : Bearing Capacity and Settlement
by Braja M. Das
Das (California State University) compiles the relevantmaterial on shallow foundation behavior under static and dynamic loadsinto one concise guide to shallow foundation bearing capacities and theeffects of different soil types, slopes, settlement, reinforcement, andseismic activity...
Soil Behaviour and Critical State Soil Mechanics
by David Muir Wood
Critical State Soil Mechanics
By Andrew Noel Schofield,  Peter Wroth
Principles of Hyperplasticity
G.T.Houlsby
Critical State Soil Mechanics Via Finite Elements
By Arul M. Britto,  Michael John Gunn
FEM in geotechnical engineering_theory  & Finite element analysis in Geotechnical engineering_application
by David M. Potts, Lidija Zdravković
Foundation Analysis and Design.
Bowles, Joseph E.
Pile Design and Construction Practice
By M. J. Tomlinson
Pile Foundations
By Robert Dunning Chellis
Pile Foundation Analysis and Design
By H. G. Poulos,  E. H. Davis
Elastic solutions for soil and rock mechanics
By H. G. Poulos,  E. H. Davis
The Design of Piled Foundations
By Thomas Whitaker
Piling Engineering
By W. G. K. Fleming

希望大家给以补充，我这桩基方面较多

[ 本帖最后由 dong.zip 于 2008-6-18 13:06 编辑 ]

goldlu

有电子版吗?

dong.zip

呵呵
都是纸版的，有些网上可以找到

dong.zip

Principles of Hyperplasticity

      Principles of Hyperplasticity is concerned with the theoretical modelling of the behaviour of solids which undergo nonlinear and irreversible deformation. The approach to plasticity theory developed here is firmly rooted in thermodynamics, so that the models developed are guaranteed to obey the First and Second Laws. Major emphasis is placed on the use of potentials, and the derivation of constitutive models for irreversible behaviour entirely from two scalar potentials is shown. It is to accentuate this feature that the authors use the term "hyperplasticity", by analogy with the use of "hyperelasticity" in elasticity theory.
     The use of potentials has several advantages. First it allows models to be very simply defined, classified and, if necessary, developed. Secondly, by employing Legendre Transformations, it permits dependent and independent variables to be interchanged, making possible different forms of the same model for different applications. Emphasis is also placed on the derivation of incremental response, which is necessary for numerical analysis.
      In the later parts of the book the theory is extended to include treatment of rate-dependent materials. A new and powerful concept, in which a single plastic strain is replaced by a plastic strain function, allowing smooth transitions between elastic and plastic behaviour is also introduced.
     Illustrated with many examples of models derived within this framework, and including material particularly relevant to the field of geomechanics, this monograph will benefit academic researchers in mechanics, civil engineering and geomechanics and practising geotechnical engineers; it will also interest numerical analysts in engineering mechanics.

      这本书对从事本构研究的应该很有帮助，该书才热力学理论出发研究本构问题，不像目前常用的采用模型理论（如一些元件）和从应力是应变的泛函，应变式应力的泛函出发,引入一些假定后得出的方法。
      该书作者是大名鼎鼎的Oxford Uni.  G.T.Houlsby.

zwh2530

这些书太好了，我急需他们

dong.zip

呵呵，都是复印的，等有时间了扫描一些传上来！

liyun-hust

等你上传，楼主

zhangbing

好书！我们等着呢！

tongai

太好啦，期待！

chn_008

谢谢推荐

zc1981

谢谢推荐。

garcia

almost all the books can be downloaded from internet.

xjiang01

都是一些不朽论著。
谢谢楼主分享。

fenghaim14

非常感谢