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大埋深土与井壁相互作用力学参数研究
引用本文:李文平,都平平.大埋深土与井壁相互作用力学参数研究[J].中国矿业大学学报,1996,25(1):104-108.
作者姓名:李文平  都平平
作者单位:中国矿业大学资源与环境科学学院
摘    要:利用高压直剪仪和三轴电液伺服机,采用模拟土与井壁接触面的土加砼混合试样,测得了在大埋深条件下,粘土和砂土与冻结法成井井壁相互作用力学参数大小。并结合实例,介绍了所得参数在井壁破裂分析中的应用。

关 键 词:土,井壁,土砼作用,力学参数,附加应力,井壁破裂

Study on Mechanical Parameters of Interaction between Soil and Shaft Wall at Great Depth
Li Wenping, Du Pingping, Zhang Shaohua.Study on Mechanical Parameters of Interaction between Soil and Shaft Wall at Great Depth[J].Journal of China University of Mining & Technology,1996,25(1):104-108.
Authors:Li Wenping  Du Pingping  Zhang Shaohua
Abstract:By using high-pressure direct shear apparatus and triaxial electro-hydraulic servocontrolled testing system, as well as soil-concrete samples contained an interface modeling the contact surface between soil and shaft wall, the mechanical parameters of interaction between clay or sand soil and shaft wall sunk by the freeze method at great depth have been measured.Moreover, taking a shaft as an example, the application of those measured parameters to the analysis of shaft wall rupture has been introduced.
Keywords:soil  shaft wall  soil-concrete interaction  mechanical parameters  additional stress  shaft wall rupture
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