Pipeline geotechnics–state-of-the-art

DN Cathie, C Jaeck, JC Ballard… - Proc., Int. Symp. on …, 2005 - api.taylorfrancis.com
Pipeline geotechnics deals with soil-pipeline interaction. This covers installation issues
(pipeline penetration and short-term lateral stability), axial and lateral response to loads. It …

Pile behaviour—theory and application

HG Poulos - Geotechnique, 1989 - icevirtuallibrary.com
This paper discusses the application of theory to the analysis of pile foundation behaviour
under axial loading. A classification system is suggested for pile analysis and design …

[图书][B] Shaking table scale model tests of nonlinear soil-pile-superstructure interaction in soft clay

PJ Meymand - 1998 - search.proquest.com
A significant number of cases of damage to piles and pile-supported structures during
earthquakes have been observed, but few instrumented records of the response and …

An approximate analysis procedure for piled raft foundations

P Clancy, MF Randolph - International Journal for Numerical …, 1993 - Wiley Online Library
A piled raft foundation comprises both piles and a pile cap that itself transmits load directly to
the ground. The aim of such a foundation is to reduce the number of piles compared with a …

Three-dimensional nonlinear study of piles

AM Trochanis, J Bielak, P Christiano - Journal of Geotechnical …, 1991 - ascelibrary.org
The main objective of this work is to examine the effect of nonlinear soil behavior on the
axial and lateral response of piles to monotonic and cyclic loading with a view towards …

Analysis of vertically loaded pile groups

YK Chow - International journal for numerical and analytical …, 1986 - Wiley Online Library
An approach is presented for the analysis of linear and non‐linear responses of vertically
loaded pile groups. The soil behaviour of individual piles in modelled using load‐transfer …

Numerical investigation of the effect of vertical load on the lateral response of piles

S Karthigeyan, V Ramakrishna… - Journal of Geotechnical …, 2007 - ascelibrary.org
The laboratory and field test data on the response of piles under the combined action of
vertical and lateral loads is rather limited. The current practice for design of piles is to …

Suction caissons for wind turbines

GT Houlsby, LB Ibsen… - Frontiers in Offshore …, 2005 - api.taylorfrancis.com
Suction caissons may be used in the future as the foundations for offshore wind turbines. We
review recent research on the development of design methods for suction caissons for these …

Pile foundations: Experimental investigations, analysis and design

A Mandolini, G Russo, C Viggiani - Proceedings of the 16th …, 2005 - ebooks.iospress.nl
Selected topics in the field of pile foundations are addressed. The effects of the installation
technique on the bearing capacity and the load-settlement response of a single pile are …

考虑实际分布形式的水平受荷桩桩周土抗力分析方法.

江杰, 付臣志, 王顺苇, 欧孝夺 - Engineering Mechanics …, 2021 - search.ebscohost.com
py 曲线法被广泛应用于水平受荷桩荷载位移响应的分析中, 但该方法无法准确地反映出桩周土
抗力的实际分布形式. 鉴于此, 该文考虑了桩-土实际相互作用, 假定随着径向位移的增加 …