Vertical stress distributions around batter piles driven in cross-anisotropic media

被引:2
|
作者
Wang, Cheng-Der [1 ]
Lee, Tzen-Chin [1 ]
Chen, Ming-Tang [2 ]
机构
[1] Natl United Univ, Dept Civil & Disaster Prevent Engn, Kung Ching Li 360, Miao Li, Taiwan
[2] Natl Taiwan Univ, Inst Civil Engn, Taipei 106, Taiwan
关键词
vertical stresses; batter piles; cross-anisotropic media; end bearing; skin friction; NATURAL LONDON CLAY; HALF-SPACE; DISPLACEMENTS; DEFORMATIONS; SHAFT; SOILS;
D O I
10.1002/nag.751
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This work presents analytical solutions to compute the vertical stresses for a cross-anisotropic half-space due to various loading types by batter piles. The loading types are an embedded point load for an end-bearing pile, uniform skin friction, and linear variation of skin friction for a friction pile. The cross-anisotropic planes are parallel to the horizontal ground surface. The proposed solutions can be obtained by utilizing Wang and Liao's solutions for a horizontal and vertical point load acting in the interior of a cross-anisotropic medium. The derived cross-anisotropic solutions using a limiting approach are in perfect agreement with the isotropic solutions of Ramiah and Chickanagappa with the consideration of pile inclination. Additionally, the present solutions are identical to the cross-anisotropic solutions by Wang for the batter angle equals to 0. The influential factors in yielded solutions include the type and degree of geomaterial anisotropy, pile inclination, and distinct loading types. Ail example is illustrated to clarify the effect of aforementioned factors on the vertical stresses. The parametric results reveal that the stresses considering the geomaterial anisotropy and pile batter differ from those of previous isotropic and cross-anisotropic solutions. Hence, it is imperative to take the pile inclination into account when piles are required to transmit both the axial and lateral loads in the cross-an isotropic media. Copyright (C) 2008 John Wiley & Sons, Ltd.
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页码:993 / 1011
页数:19
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