Deep Excavation Analysis Based on Theory of Continua Mechanics Compared with the Site Monitor''s Observation for Back Analysis
碩士 === 國立成功大學 === 土木工程學系 === 87 === In this paper, the analytic model of excavation was investigated by using 2-D plane strain mode and considering large geometric deformation principle based on theory of continua mechanics. Soils were modeled as elastic-perfectly plastic materials, and other materi...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1999
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| Online Access: | http://ndltd.ncl.edu.tw/handle/21985816310900715104 |