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cutting seepage
相关语句
  截渗
     Application of cutting seepage technique for the deep layer stirring pile in handling with the foundation dike
     深层搅拌桩截渗技术在堤防基础处理中的应用
短句来源
     The paper introduced a cutting seepage technique for the multiple head small caliber deep layer stirring pile in handling with dike foundation,suitable geological condition and construction technique,the problem should be paid more attention to engineering in practice and the theory of prevent seepage wall is formed.
     阐述了多头小口径深层搅拌桩截渗技术在堤防基础处理中工程适用地质条件及施工工艺 ,防渗墙形成原理和工程实践中应注意的问题
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  相似匹配句对
     Nanometer Cutting
     纳米切削实验研究
短句来源
     Foundation grouting design seepage proof of cutting pollution dam
     截污坝工程防渗基础灌浆设计
短句来源
     On Beet Cutting
     甜菜切削的试验研究
短句来源
     TECHNICAL COMPARISON OF BASEMENT SEEPAGE CUTTING PROJECT ON THE YELLOW RIVER EMBANKMENT
     黄河大堤基础截渗工程技术比较
短句来源
     Free Seepage and Its Application
     自由入渗及其应用
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The paper introduced a cutting seepage technique for the multiple head small caliber deep layer stirring pile in handling with dike foundation,suitable geological condition and construction technique,the problem should be paid more attention to engineering in practice and the theory of prevent seepage wall is formed.

阐述了多头小口径深层搅拌桩截渗技术在堤防基础处理中工程适用地质条件及施工工艺 ,防渗墙形成原理和工程实践中应注意的问题

Based on model test,in-situ investigation,and theoretical analyses,the influencing factors on stability of rock mass surrounding coal-mine roadways 800~1000 m deep are studied. The mechanism for effects of high crustal stress,high-level permeable pressure,and high temperature gradient on the stability of deep roadways is concluded,and corresponding support method and technology are carried out which include a kind of bolts with initial support force of 30~50 kN and peak support force higher than 300 kN and...

Based on model test,in-situ investigation,and theoretical analyses,the influencing factors on stability of rock mass surrounding coal-mine roadways 800~1000 m deep are studied. The mechanism for effects of high crustal stress,high-level permeable pressure,and high temperature gradient on the stability of deep roadways is concluded,and corresponding support method and technology are carried out which include a kind of bolts with initial support force of 30~50 kN and peak support force higher than 300 kN and their arrangement in surrounding rock,bottom bolts and their construction tools,fiber-optic monitoring technology for bolt stress for long term,and grouting technology for sealing fractures,cutting seepage off and reinforcing rock mass.

在淮南矿区深部岩石巷道地应力场和支护研究的基础上,提出了煤矿深部岩巷围岩稳定受高地应力、高渗透压力和温度梯度影响的支护对策。试验和理论分析表明,采用与围岩内部潜在滑移面呈±22.5°布锚方法,运用具高初锚力的超高强锚杆支护,辅助以注浆固结、能量释放等措施可有效控制围岩稳定。

 
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