The stability of uniform-friction piles in homogeneous and non-homogeneous elastic foundations

被引：16
|
作者：
Heelis, ME
Pavlovic, MN [1 ]
West, RP
机构：
[1] Univ London Imperial Coll Sci Technol & Med, Dept Civil & Environm Engn, London SW7 2BU, England
[2] Univ Dublin Trinity Coll, Dept Civil Struct & Environm Engn, Dublin 2, Ireland
来源：
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES | 1999年 / 36卷 / 22期
关键词：
D O I：
10.1016/S0020-7683(98)00150-4
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
The stability of piles that are supported vertically by a frictional force and laterally along their entire length by an elastic Winkler foundation is investigated for the case when the coefficient of subgrade reaction is either constant or varies linearly with depth and the friction is constant along the embedded length of the pile. A comparison between frictional and end-bearing models is made. Finally, a concise summary of the buckling loads for fully embedded friction piles is produced. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：3277 / 3292
页数：16
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