Surface displacements due to batter piles driven in cross‐anisotropic media |
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| Authors: | Cheng‐Der Wang Ming‐Tang Chen Tzen‐Chin Lee |
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| Institution: | 1. Department of Civil and Disaster Prevention Engineering, National United University, Miao‐Li, Taiwan 360, Republic of China;2. Master of the Institute of Civil Engineering, National Taiwan University, Taipei, Taiwan 106, Republic of China |
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| Abstract: | This article derives the closed‐form solutions for estimating the vertical surface displacements of cross‐anisotropic media due to various loading types of batter piles. The loading types include an embedded point load for an end‐bearing pile, uniform skin friction, and linear variation of skin friction for a friction pile. The planes of cross‐anisotropy are assumed to be parallel to the horizontal ground surface. The proposed solutions are never mentioned in literature and can be developed from Wang and Liao's solutions for a horizontal and vertical point load embedded in the cross‐anisotropic half‐space. The present solutions are identical with Wang's solutions when batter angle equals to 0°. In addition, the solutions indicate that the surface displacements in cross‐anisotropic media are influenced by the type and degree of material anisotropy, angle of inclination, and loading types. An illustrative example is given at the end of this article to investigate the effect of the type and degree of soil anisotropy (E/E′, G′/E′, and ν/ν′), pile inclination (α), and different loading types (a point load, a uniform skin friction, and a linear variation of skin friction) on vertical surface displacements. Results show that the displacements accounted for pile batter are quite different from those estimated from plumb piles, both driven in cross‐anisotropic media. Copyright © 2007 John Wiley & Sons, Ltd. |
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| Keywords: | surface displacements batter piles cross‐anisotropic media embedded point load uniform skin friction linear variation of skin friction |
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