Using Discrete Element Method to Simulate Excavation Behavior in Gravel
碩士 === 國立雲林科技大學 === 營建工程系 === 102 === If the strength of the gravel layer is not good enough, grouting will be performed every 2-3 meters deep to prevent collapses during the gravel excavations. Therefore, a discrete element program PFC2D (Itasca 2004) was employed to model the gravel layer on site...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2014
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| Online Access: | http://ndltd.ncl.edu.tw/handle/40426119153722969733 |