求助 ICE 等4篇文献
1.【题名】：Analysis of vertically loaded pile groups
【作者】：Y. K. Chow
【杂志名全称】：International Journal for Numerical and Analytical Methods in Geomechanics
【年, 卷(期), 起止页码】：Volume 10 Issue 1, Pages 59 - 72
【DOI】：10.1002/nag.1610100105
【全文链接】：[url]http://www3.interscience.wiley.com/journal/110559866/abstract?CRETRY=1&SRETRY=0[/url]
【摘要信息】：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 curves and the pile-soil-pile interaction is determined based on Mindlin's solution. Good agreement between the present method of analysis and the rigorous boundary integral method is observed for the computation of the response of pile groups embedded in a homogeneous, isotropic elastic half-space. The computed non-linear response of pile groups compares favourably with measured results from field load tests
2.
【题名】：Analysis of Deformation of Vertically Loaded Piles
【作者】： Mark F. Randolph
【杂志名全称】：Journal of the Geotechnical Engineering Division,
【年, 卷(期), 起止页码】：Vol. 104, No. 12, December 1978, pp. 1465-1488
【DOI】：
【全文链接】：[url]http://cedb.asce.org/cgi/WWWdisplay.cgi?5014262[/url]
【摘要信息】：An approximate closed-form solution has been obtained to the problem of a vertically loaded pile in a linear elastic soil. This solution has been derived by uncoupling the load-transfer for the pile into separate shaft and base components. Throughout the development of the analysis, well-proven numerical techniques have been used to verify that the assumptions made are reasonable. The final form of the solution gives the load-settlemen
3.
【题名】：An analysis of the vertical deformation of pile groups
【作者】：M. F. Randolph ; C. P. Wroth
【杂志名全称】： Géotechnique,
【年, 卷(期), 起止页码】：Volume 29, Issue 4, pages 423 –439 , ISSN: 0016-8505, E-ISSN: 1751-7656
【DOI】：10.1680/geot.1979.29.4.423
【全文链接】：[url]http://www.icevirtuallibrary.com/content/article/10.1680/geot.1979.29.4.423[/url]
【摘要信息】：A method of analysis is presented which permits the settlement of a pile group under vertical load to be calculated with reasonable accuracy, without the expense of a full rigorous analysis. The method is based on the superposition of individual pile displacement fields, considering the average behaviour down the pile shafts separately from that beneath the level of the pile bases. The displacement fields are determined by means of a recently developed, approximate, closed form solution for the problem of a singlez vertically loaded pile. The analysis may be applied to any general pile group, the only restriction being that all the piles must be embedded to the same depth. The soil is modelled as an elastic material characterized by a
4.
【题名】：Settlement Prediction for Driven Piles and Pile Groups
【作者】：Harry G. Poulos
【杂志名全称】：Conference Proceeding Paper，Vertical and Horizontal Deformations of Foundations and Embankments (GSP 40)，ASCE State-of-Art Award, 1995
【年, 卷(期), 起止页码】：1629-1649
【DOI】：
【全文链接】：[url]http://cedb.asce.org/cgi/WWWdisplay.cgi?88961[/url]
【摘要信息】： 2 2搞不定，放弃 1, 3 both ok
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