A semi-empirical analysis of excavation induced deformation of the retaining wall
碩士 === 東南科技大學 === 營建科技與防災研究所在職專班 === 102 === For deep excavations in soft clay, this study estimates the difference between the factor of safety against basal heave determined from the anisotropic undrained shear strength and that determined from the isotropic undrained shear strength. In general, t...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2014
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/44980199176670863174 |