论坛首页    职业区    学术与写作    工程技术区    软件区    资料区    商务合作区    社区办公室
 您好! 欢迎 登录 或 注册 最新帖子 邀请注册 活动聚焦 统计排行 社区服务 帮助
 
  • 帖子
  • 日志
  • 用户
  • 版块
  • 群组
帖子
  • 3861阅读
  • 19回复

[书籍]Geotechnical Modelling  version 2.2 [复制链接]

上一主题 下一主题
离线hetang
 

发帖
127
土币
172
威望
1125
原创币
0
只看楼主 倒序阅读 使用道具 楼主  发表于: 2009-08-11
Geotechnical Modelling 0w['jh|,  
z= p  
version 2.2 z{g<y^Im+E  
BZ<z@DJp  
by 5 WppV3;  
G zXP  
David Muir Wood u-9t s  
8@aS9 th$  
April 2004 _;q-+"6L;  
Rdg0WT*;j  
Modelling forms an implicit part of all engineering design but many engineers J3x7i8  
are not aware either of the fact that they are making assumptions as part of GnOo+hB  
the modelling or of the nature and consequences of those assumptions. Many na3kHx@  
engineers make use of numerical modelling but may not have stopped to think v,+l xY  
about the approximations and assumptions that are implicit in that modelling| \z`d}\3( R  
still less about the nature of the constitutive models that may have been invoked. h<K;VpL6  
Many engineers are probably not aware of the possibilities and implications of b(q&}60  
physical modelling either at single gravity or on a centrifuge at multiple gravities. BNCJT$t YX  
I have worked for many years at the interface between research and industry J\so8uT:  
in developing numerical models of soil behaviour and in attempting to explain to sOxdq"E  
practising engineers the possibilities of soil modelling. In particular, in 1996 and Kk98FI0]  
1997 I held a Royal Society Industry Fellowship to be seconded to work within t60/f&A#7H  
Babtie Group with both geotechnical and structural engineers and as a result ;0!Wd  
became more aware of the realities of the conditions within typical consulting \r%Vgne-g  
engineering companies. This book was conceived during that secondment. The 9,5II0N L  
scope of the book attempts to cover the range of guidance that I believe that VQ?H:1R  
engineers who are undertaking geotechnical modelling need. I hope that they W{+0iAYnp  
will ¯nd the approach accessible. (<C%5xk  
Much of the material in this book has been developed during courses given to ptv 4v[gQ  
¯nal year MEng and postgraduate students at Bristol University and elsewhere. (A'q@-XQ  
The reader is assumed to have a familiarity with basic soil mechanics and with y+scJ+<  
traditional methods of geotechnical design. Some modest mathematical ability <e&QTyb  
is expected: this is not intended to deter, but rather to indicate the nature of $cOD6Xr)d  
the theoretical understanding that is necessary if geotechnical modelling is to &{/>Sv!6#  
be safely undertaken. qX'a&~s)n  
My previous book Soil behaviour and critical state soil mechanics (Muir G r|@CZq  
Wood, 1990) used a particular constitutive model for soil behaviour, Cam clay, R{o*O_qX  
as a vehicle for describing the mechanical behaviour of soils and of some simple I=%sDn  
geotechnical structures. While Cam clay is presented brie°y in section x3.4.2, #@6L|$iX  
this present book deliberately tries not to repeat too much of the material in r65NKiQD  
that earlier book: there is more description of simple alternative constitutive c2\vG  
models and of the modelling of a range of geotechnical systems. The two books 3Gl]g/  
should be seen as complementary. *Z`eNz}  
I am grateful to the Royal Society for the Industry Fellowship and to Babtie otSPi7|k  
Group for welcoming me into their midst: they may not have anticipated that `7%eA9*.m  
this would have been the outcome. This book project has inevitably lingered g yQ9Z}  
and I am grateful to Bristol University for giving me a University Research E@jl: -*E  
Fellowship during academic year 2002-2003 in order to give me slightly more =(X'c.%i  
time to work on the manuscript. The ¯nal surge to completion was greatly ,A!e"=HF  
helped by a Visiting Professorship funded by the Foundation for the Promotion ,;P`Mf'YC  
of Industrial Science which Kazuo Konagai arranged for me at the Institute b<(UmRxx3  
of Industrial Science of the University of Tokyo. Osamu Kusakabe gave me \u _v7g  
particular assistance in locating references at Tokyo Institute of Technology. W79A4l<  
Jacques Garnier, Charles Ng and Sarah Springman were also generous with tN3 {7'\7  
information and images. c '+r[rSn1  
Erdin Ibraim and Adrian Russell provided some helpful suggestions for im- wmr%h q  
provement. However, the rapid march to complete the manuscript|schnell zum 'B5J.Xe:  
Schlu&frac14;|will surely have left errors for which I apologise and accept full respon- {}o>ne nx\  
sibility. I can only hope that the irritation attendant on their discovery will be &&nO]p`  
more than compensated by the educational bene¯t associated with the working -fx88  
through to the correct results. &E &iaw!  
I am grateful to editorial sta® at E & FN Spon for their patience. /C"s_:m;3  
I thank Helen for tolerating my obsessive work on a second book. \ui^ d  
David Muir Wood fF>qU-  
Abbots Leigh WJU NJN  
April 2004 m90R8  V  
OPY/XKyY,  
496 pages
附件: Geotechnical Modelling by David Muir Wood.pdf (8677 K) 下载次数:129
荷塘月色
离线sjzdh01

发帖
7445
土币
6525
威望
39615
原创币
0
只看该作者 1楼 发表于: 2009-08-11
下载学习学习
离线yangwithlv

发帖
347
土币
5426
威望
2743
原创币
0
只看该作者 2楼 发表于: 2009-08-12
看起来真费劲,不过好像确实研究很深,说得有长有短的
离线ymcheng

发帖
1165
土币
1
威望
5358
原创币
0
只看该作者 3楼 发表于: 2009-08-13
thanks a lot for this
离线wahd

发帖
313
土币
6
威望
1260
原创币
0
只看该作者 4楼 发表于: 2009-08-14
下载了,谢谢
离线wahd

发帖
313
土币
6
威望
1260
原创币
0
只看该作者 5楼 发表于: 2009-08-14
下载了,谢谢
离线yzxyxhl

发帖
552
土币
2711
威望
4492
原创币
0
只看该作者 6楼 发表于: 2009-08-15
回 楼主(hetang) 的帖子
楼主是高手啊,你的英文资料好多啊!
离线yzxyxhl

发帖
552
土币
2711
威望
4492
原创币
0
只看该作者 7楼 发表于: 2009-08-15
谢谢了,现在国内的书籍好的不多啊,除了牛人的。
离线yzxyxhl

发帖
552
土币
2711
威望
4492
原创币
0
只看该作者 8楼 发表于: 2009-08-15
再整点原版英文资料啊,学习之余也能提高英语水平啊!
离线yzxyxhl

发帖
552
土币
2711
威望
4492
原创币
0
只看该作者 9楼 发表于: 2009-08-15
看了前言真是费劲啊,英语水平不行!
离线lanzhou

发帖
354
土币
749
威望
1448
原创币
0
只看该作者 10楼 发表于: 2009-09-22
寻找很长时间了,下载学习学习
离线freelyfly

发帖
256
土币
23
威望
2500
原创币
0
只看该作者 11楼 发表于: 2009-11-16
十分感谢!
快速回复
限100 字节
温馨提示:欢迎交流讨论,请勿纯表情、纯引用!
 
上一个 下一个

      https://beian.mps.gov.cn/ 粤公网安备 44010602012919号 广州半山岩土网络科技有限公司 粤ICP备2024274469号

      工业和信息化部备案管理系统网站