| 深基坑边坡支护设计计算模式的探讨 |
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| 引用本文： | 戴长冰,蒋炳奎,陈红阳.深基坑边坡支护设计计算模式的探讨[J].探矿工程,1996(6):23-25. |
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| 作者姓名： | 戴长冰 蒋炳奎 陈红阳 |
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| 作者单位： | 辽宁有色勘察研究院 |
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| 摘 要： | 提出了深基坑边坡支护设计计算模式的课题，指出了朗肯，库伦土压力理论在深基坑边坡支护设计方面的局限性，阐述了岩石边坡支护设计的计算模式及应注意的问题。
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| 关 键 词： | 深基础 边坡支护 设计 计算模式 |
Calculation Model for Deep Foundation Pit Side Wall Retaining Design |
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| Dai Changbing,Jiang Bingkui,Chen Hongyang.Calculation Model for Deep Foundation Pit Side Wall Retaining Design[J].Exploration Engineering(Drilling & Tunneling),1996(6):23-25. |
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| Authors: | Dai Changbing Jiang Bingkui Chen Hongyang |
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| Institution: | Liaoning Non-ferrous Metal Exploration Institute Shenyang 110002 |
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| Abstract: | The calculation model for the deep foundation pit side wall retaining is put forward. It''s pointed out that the Raukine and Coulomb soil pressure theories have their limitations when used in the deep foundation pit side wall retaining design. The calculation model for the deep foundation pit of rock wall design and considerations are described. |
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| Keywords: | deep foundation pit side wall soil pressure theory rock wall calculation model |
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