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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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| Main Authors: | , |
|---|---|
| Formáid: | Artigo |
| Teanga: | Inglês |
| Foilsithe: |
SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717
2020-01-01
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| Sraith: | Rock and Soil Mechanics |
| Ábhair: | |
| Rochtain Ar Líne: | http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2018.7159 |
| Clibeanna: |
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