Results 171 to 180 of about 1,621,857 (254)
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, 2020
In addition to obeying the generalized Hoek-Brown (GHB) strength criterion, the shear behavior of the rock mass sometimes has the effect of the shear dilatancy and characteristics of the strain softening.
D. Deng
semanticscholar +1 more source
In addition to obeying the generalized Hoek-Brown (GHB) strength criterion, the shear behavior of the rock mass sometimes has the effect of the shear dilatancy and characteristics of the strain softening.
D. Deng
semanticscholar +1 more source
Model test study on sliding-toppling composite deformation evolution of anti-dip layered rock slope
Bulletin of Engineering Geology and the Environment, 2023Yifei Gong +5 more
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, 2020
A modified pseudo-dynamic approach was used for a reliability-based stability analysis of plane failure rock slopes. The Barton-Bandis nonlinear failure criterion and the limit equilibrium principle were adopted to account for the nonlinear ...
Lian-heng Zhao +6 more
semanticscholar +1 more source
A modified pseudo-dynamic approach was used for a reliability-based stability analysis of plane failure rock slopes. The Barton-Bandis nonlinear failure criterion and the limit equilibrium principle were adopted to account for the nonlinear ...
Lian-heng Zhao +6 more
semanticscholar +1 more source
1994
This chapter will consider hillslopes with gradients less than 40° that are neither active, undissected piedmonts (i.e. pediments and alluvial fans, which are dealt with in Chapters 13 and 14) nor are developed in highly erodible, fine-grained sedimentary rocks (i.e. badlands slopes, which are treated in Chapter 9).
Athol D. Abrahams +2 more
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This chapter will consider hillslopes with gradients less than 40° that are neither active, undissected piedmonts (i.e. pediments and alluvial fans, which are dealt with in Chapters 13 and 14) nor are developed in highly erodible, fine-grained sedimentary rocks (i.e. badlands slopes, which are treated in Chapter 9).
Athol D. Abrahams +2 more
openaire +1 more source
1976
Engineering geologists and geomorphologists are interested in the stability of rock slopes for rather different reasons. The former are concerned with slope design and safety while the latter are concerned with the mechanics of natural slope development and change. Obviously there are areas of common interest and it is proposed first of all to consider
P. B. Attewell, I. W. Farmer
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Engineering geologists and geomorphologists are interested in the stability of rock slopes for rather different reasons. The former are concerned with slope design and safety while the latter are concerned with the mechanics of natural slope development and change. Obviously there are areas of common interest and it is proposed first of all to consider
P. B. Attewell, I. W. Farmer
openaire +1 more source
2012
Giant, deep-seated gravitational slope deformations (DSGSD) affecting entire high-relief valley walls are common in alpine areas, and influence the evolution of mountain landscapes and the related hazards. In the last few years, new characterisation approaches and emerging technology shed new light on the occurrence, distribution, activity, and ...
AGLIARDI, FEDERICO +2 more
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Giant, deep-seated gravitational slope deformations (DSGSD) affecting entire high-relief valley walls are common in alpine areas, and influence the evolution of mountain landscapes and the related hazards. In the last few years, new characterisation approaches and emerging technology shed new light on the occurrence, distribution, activity, and ...
AGLIARDI, FEDERICO +2 more
openaire +2 more sources