The resilient and plastic behavior of subgrade soils under repeated loading and its model development.
碩士 === 國立中央大學 === 土木工程研究所 === 90 === ABSTRACT The subgrade soil failures due to excessive permanent deformation produced by high stresses in the pavement. However, lack of reasonable mode distinguishes the critical stress in subgrade soil. This paper describes the shakedown behavior of cohesive...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
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| Online Access: | http://ndltd.ncl.edu.tw/handle/28309132970520575685 |