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岩土损伤力学宏细观试验研究 被引量:1
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《岩土力学》 EI CAS CSCD 北大核心 2004年第9期1384-1384,共1页
关键词 岩石力学 岩土损伤 破坏机理 不可逆变形机理
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含空洞无限平面奇异解与有限元耦合分析地下工程问题
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作者 唐寿高 曹志远 《重庆建筑大学学报》 CSCD 2000年第6期58-61,共4页
提出一种简单直接的耦合方法 ,即含有空洞的无限平面奇异解与有限元耦合来求解无限平面问题。地下工程算例表明 。
关键词 地下工程 有限元耦合法 奇异解 岩土损伤 洞室
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Study on the cutting plane friction law of sandstone 被引量:1
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作者 翟英达 康立勋 《Journal of Coal Science & Engineering(China)》 2003年第2期40-42,共3页
The friction characteristics of rock damage plane have important impact on the stability of block structure formed after the stratum is broken. The mechanics properties of rock damage plane are described by parameters... The friction characteristics of rock damage plane have important impact on the stability of block structure formed after the stratum is broken. The mechanics properties of rock damage plane are described by parameters such as roughness coefficient, wall compress strength and basic friction angle. These three coefficients for fine grain sandstone and medium granular sandstone and grit sandstone are test. The friction stress is researched at the condition of different normal compressive stress acting on the tension damage plane. The friction law of tension damage plane of sandstone abided by is summed up. This law will provide scientific basis for block structure stability judging in basic roof stratum and roof pressure intensity calculating. 展开更多
关键词 tension damage plane FRICTION roughness coefficient wall compressive strength basic friction angle
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