K0 Consolidation Behavior of UnsaturatedLateritic Soil
碩士 === 國立臺北科技大學 === 土木與防災研究所 === 97 === Terzaghi’s one-dimensional consolidation theory that relates pore water pressure to settlement has been successfully applied to saturated soil. However, the use of this theory to unsaturated soil has rarely even been discussed. In this study, unsaturated K0 co...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2009
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| Online Access: | http://ndltd.ncl.edu.tw/handle/j64bvw |