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软岩地基承载力特征值确定方法的探讨
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作者 孙延军 刘琳 +1 位作者 王俊卿 李曼 《四川水泥》 2024年第8期23-25,共3页
要保障软岩地基上建设工程的质量及安全性,须保证这种地基承载力特征值取值的准确性。以某大型电厂实际工程为例,通过对软岩破坏机理和地基承载力特征值各种计算方法的探讨,得出软岩地基承载力特征值的确定应结合软岩的单轴抗压强度、... 要保障软岩地基上建设工程的质量及安全性,须保证这种地基承载力特征值取值的准确性。以某大型电厂实际工程为例,通过对软岩破坏机理和地基承载力特征值各种计算方法的探讨,得出软岩地基承载力特征值的确定应结合软岩的单轴抗压强度、岩体完整性、波速及基础埋深等情况综合考虑;提出较为准确的计算软岩地基承载力特征值的经验公式;将原位载荷试验所得到的承载力特征值(>1666kPa)作为准则,经验公式所得结果(2120kPa)与其较为贴近,能够较好地反映该工程中软岩的实际承载力,为工程总体设计提供依据。 展开更多
关键词 地基 软岩破坏机理 承载力特征值 原位载荷试验
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软岩巷道支护问题探讨
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作者 江相义 《江苏煤炭》 2001年第1期24-25,50,共3页
本文通过对软岩及其软岩巷道的特征分析 ,并以此为依据 ,对软岩巷道的合理支护技术进行了探讨 。
关键词 巷道 光面爆破 锚注支护 支护形式 软岩破坏机理
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Analysis of soft rock mineral components and roadway failure mechanism 被引量:1
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作者 陈杰 《Journal of Coal Science & Engineering(China)》 2001年第2期87-90,共4页
The mineral components and microstructure of soft rock sampled from roadway floor in Xiagou pit are determined by X ray diffraction and scanning electron microscope. Combined with the test of expansion and water softe... The mineral components and microstructure of soft rock sampled from roadway floor in Xiagou pit are determined by X ray diffraction and scanning electron microscope. Combined with the test of expansion and water softening property of the soft rock, the roadway failure mechanism is analyzed, and the reasonable repair supporting principle of roadway is put forward. 展开更多
关键词 soft rock mineral components MICROSTRUCTURE failure mechanism
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Failure mechanism and control technology of water-immersed roadway in high-stress and soft rock in a deep mine 被引量:11
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作者 Yang Renshu Li Yongliang +3 位作者 Guo Dongming Yao Lan Yang Tongmao Li Taotao 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2017年第2期245-252,共8页
Aiming at soft rock ground support issues under conditions of high stress and long-term water immersion, the ground failure mechanism is revealed by taking the deep-water sumps of Jiulong Mine as the engineering backg... Aiming at soft rock ground support issues under conditions of high stress and long-term water immersion, the ground failure mechanism is revealed by taking the deep-water sumps of Jiulong Mine as the engineering background and employing field investigation, tests of rock structure, mechanical properties and mineral composition. The main factors leading to the surrounding rock failure include the high and complex stress state of the water sumps, high-clay content and water-weakened rock, and the unreasonable support design. In this paper, the broken and fractured rock mass near roadway opening is considered as ground small-structure, and deep stable rock mass as ground large-structure. A support technology focusing on cutting off the water, strengthening the small structure of the rock and transferring the large structure of the rock is proposed. The proposed support technology of interconnecting the large and small structures, based on high-strength bolts, high-stiffness shotcrete layer plugging water,strengthening the small structure with deep-hole grouting and shallow-hole grouting, highpretensioned cables tensioned twice to make the large and small structures bearing the pressure evenly,channel-steel and high-pretensioned cables are used to control floor heave. The numerical simulation and field test show that this support system can control the rock deformation of the water sumps and provide technical support to similar roadway support designs. 展开更多
关键词 High stress and soft rock Water immersion Failure mechanism Large and small structures Rework control
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