Influence of Pile Width and Pile Stiffness on Lateral Subgrade Reaction
The coefficient of lateral subgrade reaction of pile is generally given in proportion to -1/2 to -1 power of the pile width. However, since this relationship was obtained from the test results of relatively small diameter piles, the applicability to large diameter piles has not been clarified. The i...
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Veröffentlicht in: | Journal of Japan Association for Earthquake Engineering 2019, Vol.19(5), pp.5_192-5_202 |
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Sprache: | eng ; jpn |
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