钱财
发表于 2025-3-30 12:09:35
Linear analysis of a circular pile under vertical load in layered soilsment of soil as a function of the radial distance at any depth, and equivalent stiffness of the pile-soil system. Validation of the proposed method is conducted by comparing its results to analytical solutions, three-dimensional finite element analyses, and a field load test.
悲痛
发表于 2025-3-30 12:30:21
Analytical evaluation of deformation behavior of cantilever type retaining wall using large diametern parameter. From the comparison with centrifuge model results, it was confirmed that the retaining wall behavior can be evaluated by the analytical models and the minimum embedment length requirement by the conventional method could be over-conservative.
Opponent
发表于 2025-3-30 19:54:17
Pile foundation supporting a waste water treatment reservoir in Binh Chanh soft claysoil layer. Adoption of Chin’s method was done accordingly to determine the ultimate bearing capacity of those tested piles. A correlation between the pressing force and ultimate/allowable bearing capacity is eventually established in order to confirm the bearing of the pile group under the waste water treatment reservoir for permanent operation.
engender
发表于 2025-3-31 00:46:58
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jagged
发表于 2025-3-31 03:50:33
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CAGE
发表于 2025-3-31 05:18:40
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plasma
发表于 2025-3-31 10:57:17
Decision Making and Environmental Educationgn criteria are then set out, and a three-stage design process is outlined. The importance of geotechnical site characterization is emphasised. Some of the available design tools are discussed, together with their limitations, and a comparison is made of analysis results from four different programs
Integrate
发表于 2025-3-31 16:47:04
Environmental Education & Teacher Educationan 18-story building supported by pile foundation. The strain acts on piles, contact earth pressure between raft and soil, water pressure beneath the raft and the settlements at 1st floor or B1 floor were measured. From the long-term field monitoring, the load sharing between raft and piles was eval
掺和
发表于 2025-3-31 18:32:57
Larry J. Danek,Michael S. Tomlinson prepared by consolidating a slurry mixture of Kasaoka clay and Silica sand. The model foundation consisted of a square raft and 9 piles with a pile spacing of 3. (.: pile diameter). For the loading test of PR, vertical load was increased by multiple steps and each load step was maintained for a suf
Throttle
发表于 2025-3-31 23:26:05
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