Experimentation research on factors influencing stability of anti-dip layered slope
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Experimentation research on factors influencing stability of anti-dip layered slope
Vol. 27, Issue 4, (2006)
作者机构:
1. 中国科学院武汉岩土力学研究所,武汉,430071
2. 中交第二公路勘察设计研究院,武汉,430052
作者简介:
基金信息:
DOI:
CLC:TU45
Online First:05 November 2013,
Published:2006
稿件说明:
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LU Zeng-mu, CHEN Cong-xin, ZUO Bao-cheng, et al. Experimentation research on factors influencing stability of anti-dip layered slope[J]. 2006, 27(4).
DOI:
LU Zeng-mu, CHEN Cong-xin, ZUO Bao-cheng, et al. Experimentation research on factors influencing stability of anti-dip layered slope[J]. 2006, 27(4).DOI:
Experimentation research on factors influencing stability of anti-dip layered slope
a geomechanical model is established based on the analysis of engineering geology and theory of similarity; and it is used for research on distortion and breakage mechanism of inverve-dip layered slops rock mass. The design of experimentation is described; and the stability of inverse-dip layered slope is analyzed. At the same time
it is researched that the stability of inverse-dip layered slope when terrane obliquity
terrane thickness and intensity of terrane interface are transformed. The results show that the distortion is collapse; and the brakage is disjunction; the breakage firstly come into being at the tip of slope; the accelerated distortion is late forexcavation
the terrane obliquity is bigger and the duration is longer; the terrane thickness and intensity of terrane interface are bigger and the size of the rock mass distortion is smaller.
Experimental study of pore water pressure variation law of muck under high energy impact
Study of reverse catenary shape of installation line for drag anchors embedded in seabed soils
Experimental model study of seismic response of slope reinforced by cantilever stabilizing piles
Model experiment in excavation of rock bedding slope
Mechanical properties and microstructural evolution of peaty soils subjected to freeze-thaw cycles
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