厚颜
发表于 2025-3-26 21:05:57
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都相信我的话
发表于 2025-3-27 01:48:37
https://doi.org/10.1007/978-3-030-97810-5stance developed near the ground surface. The soil in this region is often disturbed or else subjected to seasonal moisture changes that may affect the soil strength and stiffness significantly. Thus, prediction of the lateral behavior of piles may be even more difficult than vertical behavior.
删减
发表于 2025-3-27 08:55:59
Rita Kundu,Rajiv Narula,Susmita Mukherjeeus, if one wishes to predict the actual behavior of an embankment on clay, it is essential to have a good knowledge of the mechanical behavior of natural clays, as described in Chapter 2, and to understand what may happen under an embankment during construction as described in Section 16.1.1.
bypass
发表于 2025-3-27 11:39:08
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咽下
发表于 2025-3-27 17:20:40
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膝盖
发表于 2025-3-27 19:47:54
Geosynthetics: Characteristics and Testingtype of background material. While the literature is abundant with references on geosynthetic properties and test methods, this review is quite brief. It follows the general description in Koerner (1998), which is more detailed.
maudtin
发表于 2025-3-27 22:21:11
Pile Foundationsstance developed near the ground surface. The soil in this region is often disturbed or else subjected to seasonal moisture changes that may affect the soil strength and stiffness significantly. Thus, prediction of the lateral behavior of piles may be even more difficult than vertical behavior.
逗它小傻瓜
发表于 2025-3-28 05:30:10
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atopic
发表于 2025-3-28 09:08:26
The Rights of Nature in Ecuadorluate proximity to failure conditions, and with (b) the stress-strain behavior to evaluate deformations. Local building codes may place additional requirements on the design and construction procedures.
我就不公正
发表于 2025-3-28 14:14:31
Ginro Endo,Guangyong Ji,Simon Silverundation of one type or another. Pile foundations and drilled shafts are discussed in Chapter 10 and in Kulhawy (1991). The design and construction of embankments on soft soils and peat pose special problems, and these are discussed in Chapter 16.