Results 241 to 250 of about 20,638 (305)
Field study of compound microbial agents for soil improvement and microbial community dynamics on rocky slopes in Southwest China. [PDF]
Sci RepLv Y +8 more
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A systematic assessment of regional landslide risk under typhoon rainfall: a case study of Taishun, Zhejiang, China in September 2016. [PDF]
Sci RepXie C +8 more
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Debris-covered glacier identification in the Karakoram aided by thermal remote sensing. [PDF]
iScienceLhakpa D +4 more
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Comparative assessment of landslide susceptibility in Fugu town using machine learning models at multiple grid resolutions. [PDF]
Sci RepNi S, Xie Y.
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Stability of rock-armoured mild slopes [PDF]
Coastal EngineeringPhysical model tests have been performed to study static stability of rock-armoured mild slopes. Current stability design formulae for steeper rock-armoured slopes focus on plunging and surging waves.
Marcel R A Van Gent, Bas Hofland
exaly +2 more sources
The presence of natural discontinuities in a rock mass is the main factor that distinguishes rock slope from soil slope analyses. One problem peculiar to rock mechanics is the choice of the most appropriate approach (continuous or discontinuous) to follow for taking the presence of the discontinuities into account when modelling the rock mass. Starting
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Stability Assessment of Rock Slope and Design of Rock Slope Reinforcement
2019The stability analysis of rock slopes has been a challenging task because of the presence of discontinuities in various forms which result in different types of slope failures. Discontinuities are the weakest zones in the rock mass. Failure mechanism of a rock slope mainly depends on the characteristics of discontinuities.
Kallam Naveen Reddy +1 more
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Journal of Geotechnical and Geoenvironmental Engineering, 2000
The behavioral modes to which a rock slope is susceptible are many and complex. This article discusses a long but not exhaustive list of common failure styles, highlighting observable characteristics that distinguish one from another. Slopes in both strong and weak rock masses are considered.
Richard E. Goodman, D. Scott Kieffer
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The behavioral modes to which a rock slope is susceptible are many and complex. This article discusses a long but not exhaustive list of common failure styles, highlighting observable characteristics that distinguish one from another. Slopes in both strong and weak rock masses are considered.
Richard E. Goodman, D. Scott Kieffer
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Quarterly Journal of Engineering Geology, 1973
Summary This paper reviews some principles of rock slope monitoring and describes equipment that can be used for this purpose. In attempting a broad review of techniques it is impossible to give full details relevant to each item of equipment, or to supplement the text with case histories. This information can be found in the bibliography, in
J. A. Franklin, P. E. Denton
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Summary This paper reviews some principles of rock slope monitoring and describes equipment that can be used for this purpose. In attempting a broad review of techniques it is impossible to give full details relevant to each item of equipment, or to supplement the text with case histories. This information can be found in the bibliography, in
J. A. Franklin, P. E. Denton
openaire +1 more source