Titlebook: Geotechnics for Sustainable Infrastructure Development; Phung Duc Long,Nguyen Tien Dung Conference proceedings 2020 Springer Nature Singap

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書目名稱Geotechnics for Sustainable Infrastructure Development影響因子(影響力)




書目名稱Geotechnics for Sustainable Infrastructure Development影響因子(影響力)學(xué)科排名




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書目名稱Geotechnics for Sustainable Infrastructure Development網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Geotechnics for Sustainable Infrastructure Development被引頻次




書目名稱Geotechnics for Sustainable Infrastructure Development被引頻次學(xué)科排名




書目名稱Geotechnics for Sustainable Infrastructure Development年度引用




書目名稱Geotechnics for Sustainable Infrastructure Development年度引用學(xué)科排名




書目名稱Geotechnics for Sustainable Infrastructure Development讀者反饋




書目名稱Geotechnics for Sustainable Infrastructure Development讀者反饋學(xué)科排名

苦笑

Settlement behavior of piled raft foundation supporting residential building adjacent to tall pile fan 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

遭遇

Settlement and pile response in a long-term vertically loaded piled raft foundation model on saturat 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

gene-therapy

capsaicin

Study on effect of vertical load on performance of horizontallyloaded pile foundations through threeional finite element method. In this study, horizontal load tests on pile foundation models, working in different supporting conditions of pile group or piled raft, in a dry silica sand ground are simulated. The hypoplastic model, an incrementally nonlinear constitutive model, is used to model the g

反饋

反饋

確認(rèn)

Linear analysis of a circular pile under vertical load in layered soilssoils. The properties of each soil layer are assumed to be constant but can vary from layer to layer. The method is based on energy principles and variational approach with an explicit solution by using the finite element method in pile displacement approximation. Bar elements models the pile and so

圍裙

Influence of horizontal loading position on lateral resistance characteristics of pilessubgrade reaction models, which demonstrate the response of the ground. However, sufficient understanding is still lacking. The impact of the subgrade reactions on the horizontal resistance characteristics of a pile depends on the deformation mode of the pile. In this study, the relationship between

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