Theoretical Elastic-Plastic Solution for Laterally Loaded Piles |
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| Authors: | Yun-mei Hsiung |
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| Affiliation: | Professor, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, 43, Section 4, Keelung Rd., Taipei, Taiwan, Republic of China, P.O. Box 90-130.
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| Abstract: | In this paper, the theoretical solutions of maximum deflection and moment for laterally loaded long piles in a uniform subgrade reaction modulus linear-plastic soil are presented. These solutions are in the form of normalized results and enable easy and exact calculation of the deflection or moment for three head loading conditions. Comparisons between the theoretical solution and a numerical solution established previously showed good agreement. |
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| Keywords: | Lateral loads Piles Deflection Moments Soils |
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