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

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离线hetang
 

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只看楼主 倒序阅读 使用道具 楼主  发表于: 2009-08-11
Geotechnical Modelling /_G^d1T1?L  
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version 2.2 ^Q$U.sN? R  
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by cp7Rpqg  
4uG:*0{Yx  
David Muir Wood 7VQk$im399  
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April 2004 oAgO 3x   
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Modelling forms an implicit part of all engineering design but many engineers N6BFs(  
are not aware either of the fact that they are making assumptions as part of J~[A8o  
the modelling or of the nature and consequences of those assumptions. Many L3g}Z1<!$  
engineers make use of numerical modelling but may not have stopped to think Tv{X$`%  
about the approximations and assumptions that are implicit in that modelling| ekj@;6 d]  
still less about the nature of the constitutive models that may have been invoked. a:(.{z?nM  
Many engineers are probably not aware of the possibilities and implications of H,!3s<1  
physical modelling either at single gravity or on a centrifuge at multiple gravities. szy^kj^2  
I have worked for many years at the interface between research and industry b8@gv OB  
in developing numerical models of soil behaviour and in attempting to explain to Iv5 agh%  
practising engineers the possibilities of soil modelling. In particular, in 1996 and mnM!^[|z  
1997 I held a Royal Society Industry Fellowship to be seconded to work within *[eh0$  
Babtie Group with both geotechnical and structural engineers and as a result _XqD3?yH4  
became more aware of the realities of the conditions within typical consulting _DK%-,Spu  
engineering companies. This book was conceived during that secondment. The f;;(Q-.  
scope of the book attempts to cover the range of guidance that I believe that mzl %h[9iI  
engineers who are undertaking geotechnical modelling need. I hope that they :>K=kZ=k  
will ¯nd the approach accessible. _lE0_X|d  
Much of the material in this book has been developed during courses given to $0MP*TFWa  
¯nal year MEng and postgraduate students at Bristol University and elsewhere. dm&vLQVS  
The reader is assumed to have a familiarity with basic soil mechanics and with ~#b&UR  
traditional methods of geotechnical design. Some modest mathematical ability 62 biOea  
is expected: this is not intended to deter, but rather to indicate the nature of P'4jz&4  
the theoretical understanding that is necessary if geotechnical modelling is to C?3?<FDL  
be safely undertaken. V@xlm h,  
My previous book Soil behaviour and critical state soil mechanics (Muir XY;cz  
Wood, 1990) used a particular constitutive model for soil behaviour, Cam clay, PfI~`ke  
as a vehicle for describing the mechanical behaviour of soils and of some simple 2Rp5 E^s  
geotechnical structures. While Cam clay is presented brie°y in section x3.4.2, /k(KA [bS  
this present book deliberately tries not to repeat too much of the material in uZ-yu|1  
that earlier book: there is more description of simple alternative constitutive t9zF WdW  
models and of the modelling of a range of geotechnical systems. The two books kR0d]"dr  
should be seen as complementary. D:gskK+o6M  
I am grateful to the Royal Society for the Industry Fellowship and to Babtie K)AJx"  
Group for welcoming me into their midst: they may not have anticipated that S"Dw8_y7}  
this would have been the outcome. This book project has inevitably lingered C>vp oCA  
and I am grateful to Bristol University for giving me a University Research <XV\8Y+n  
Fellowship during academic year 2002-2003 in order to give me slightly more + W ? / A]  
time to work on the manuscript. The ¯nal surge to completion was greatly *k(>Qsb "  
helped by a Visiting Professorship funded by the Foundation for the Promotion rN'')n/F  
of Industrial Science which Kazuo Konagai arranged for me at the Institute "@JSF  
of Industrial Science of the University of Tokyo. Osamu Kusakabe gave me CmNd0S4v  
particular assistance in locating references at Tokyo Institute of Technology. 'Zdjd]  
Jacques Garnier, Charles Ng and Sarah Springman were also generous with xYJ|G=h&A  
information and images.  ?vgHu  
Erdin Ibraim and Adrian Russell provided some helpful suggestions for im- gt9{u"o  
provement. However, the rapid march to complete the manuscript|schnell zum DJv;ed%x  
Schlu&frac14;|will surely have left errors for which I apologise and accept full respon- qe!\ oh  
sibility. I can only hope that the irritation attendant on their discovery will be B!=JRf T  
more than compensated by the educational bene¯t associated with the working y/ #{pyJ  
through to the correct results. J0e~s  
I am grateful to editorial sta® at E & FN Spon for their patience. ,h'q}5  
I thank Helen for tolerating my obsessive work on a second book. e)[>E\u_  
David Muir Wood F;mK)Q-  
Abbots Leigh ?2b*F Qe  
April 2004  ;Q;u^T`  
(bIg6_U7\  
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

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只看该作者 1楼 发表于: 2009-08-11
下载学习学习
离线yangwithlv

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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

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只看该作者 3楼 发表于: 2009-08-13
thanks a lot for this
离线wahd

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只看该作者 4楼 发表于: 2009-08-14
下载了,谢谢
离线wahd

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只看该作者 5楼 发表于: 2009-08-14
下载了,谢谢
离线yzxyxhl

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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

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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

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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

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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

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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

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只看该作者 11楼 发表于: 2009-11-16
十分感谢!
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