Evaluation method for elastic foundation coefficient of finite downslope soil against loading segment of stabilizing piles

In order to determine the lateral elastic foundation coefficient of the finite soil mass against the loading pile segment, based on the proportion coefficient of the foundation coefficient of the infinite soil mass, the laterally loaded beam-on-elastic-foundation method for a stabilizing pile is ado...

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Hlavní autoři: SUN Lai-bin, XIAO Shi-guo
Médium: Artigo
Jazyk:Inglês
Vydáno: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2020-01-01
Edice:Rock and Soil Mechanics
Témata:
stabilizing pile
loaading segment of a pile
finite soil mass
elastic foundation coefficient
limit analysis
On-line přístup:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2018.7159
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