carbohydrate
发表于 2025-3-25 03:43:48
https://doi.org/10.1007/978-3-8349-9724-1n in soils, the rigorous analysis of the behaviour of driven piles is difficult because of its highly material and geometric nonlinear nature. Although considerable progress has been made over the last 20 years in the analysis of driven piles in clays, the analysis and design of piles in sand is sti
火车车轮
发表于 2025-3-25 10:02:44
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莎草
发表于 2025-3-25 14:39:37
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ordain
发表于 2025-3-25 15:51:18
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执
发表于 2025-3-25 20:49:14
https://doi.org/10.1007/978-94-015-9596-4Fundament; applied mechanics; geotechnical engineering; mechanical engineering; mechanics; mining; rock me
芦笋
发表于 2025-3-26 00:37:57
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反复拉紧
发表于 2025-3-26 06:52:11
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ironic
发表于 2025-3-26 10:54:08
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运动性
发表于 2025-3-26 14:05:22
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intimate
发表于 2025-3-26 17:22:35
https://doi.org/10.1007/978-3-8349-9701-2models. Although critical state models are widely used in soil mechanics, other types of plasticity models have also been used to describe the non-linear stress-strain behaviour of soil and rock. For this reason, this chapter describes some additional solutions for cavity problems in elastic-plastic strain hardening/softening soils and rocks.