entreat
发表于 2025-3-23 10:50:13
https://doi.org/10.1007/978-1-4842-3603-1s should be designed and checked for the critical forces from both permanent stage and construction stages. Since secant piles are used as a temporary retaining wall, only construction stage analysis is carried out to get the governing forces and deformation. In construction stage analysis, soil lay
Anthem
发表于 2025-3-23 15:32:59
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Biguanides
发表于 2025-3-23 20:05:29
https://doi.org/10.1007/978-1-4842-3603-1ctly mention consideration of water table at ground level for floatation check and load calculations, etc. However, the actual scenario is different in most of the cities, especially in northern, central, western and eastern regions of India except the coastal cities. In the present study, an attemp
ASSAY
发表于 2025-3-24 00:15:19
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CHOP
发表于 2025-3-24 03:56:58
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暴发户
发表于 2025-3-24 06:47:50
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甜食
发表于 2025-3-24 11:05:26
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palpitate
发表于 2025-3-24 18:45:33
Liner Piles Used as Support to Kentledge for Initial Compression Load Testf concrete blocks placed to support the kentledge weight. When the kentledge loading started, even before reaching 10% of the total kentledge load, an excessive settlement on the GSB layer was observed. This paper describes the problems faced during the normal kentledge method and how it was overcom
Inoperable
发表于 2025-3-24 21:58:47
Development of Design Charts for Sand Compaction Pile Method of Improvement for Loose to Medium Densorking efficiency, and accumulated field data. However, it is found that there are no generic design codes for the direct estimation of the ultimate bearing capacity of the SCP improved cohesionless deposits. To meet the design requirement for the SCP treated ground, a series of experimental and num
疾驰
发表于 2025-3-25 01:32:56
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