FINITE-ELEMENT SIMULATION OF BEHAVIOR OF LATERALLY LOADED PILES IN PERMAFROST

被引：15
|
作者：
FORIERO, A
LADANYI, B
机构：
[1] Dept. of Civ. Engrg., École Polytechnique, QC, H3C 3A7, Case Postale 6079, Succursale “A,” Montreal
[2] École Polytechnique, QC, Case Postale 6079, Succursale “A,” Montreal
来源：
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1990年 / 116卷 / 02期
关键词：
D O I：
10.1061/(ASCE)0733-9410(1990)116:2(266)
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The finite element computer program RDPIL. FOR for laterally loaded piles in a viscoelastic layered soil is developed. The program uses a Maxwell model to accommodate the initial elastic subgrade modulus, which is independent of time. This necessitates the initial subgrade modulus k (preferably extrapolated from pile tests), Poisson’s ratio μ., and creep parameters n, b, and σc(obtainable from either pressuremeter or triaxial test results). Finally, the validity of the proposed method is checked against the results of pile tests that have been carried out in the 1970s at Inuvik, N.W.T., and Dawson City, Yukon. © ASCE.
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页码：266 / 284
页数：19
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