Results 201 to 210 of about 187,011 (252)
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The stability of thawing slopes
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1974As a result of recent field exploration and study in the Mackenzie River Valley between Fort Simpson and Fort Good Hope, N.W.T., coupled with a review of the periglacial literature it is evident that thaw plays an important role in a wide range of landslide types associated with permafrost.This study seeks first to present a description of the most ...
E. C. McRoberts, N. R. Morgenstern
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Stability of Slopes and Subdifferentials
Set-Valued Analysis, 2003Given a Banach space \(X\) and a function \(f:X\rightarrow\mathbb{R\cup \{+\infty\}}\), its slope is the function defined by \(\text{slope} f(x)=\lim\sup_{y\rightarrow x,y\neq x}\frac{(f(x)-f(y))^{+}}{\left\| x-y\right\| }\) where \(\alpha^{+}=\max\{0,\alpha\}\) for \(x\in \text{dom}f\), while \(\text{slope}f(x)=+\infty\) for \(x\notin\text{dom}f\). In
Geoffroy, M., Lassonde, M.
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Slope stability and stabilization
2004Tropical residual soils are derived from in situ weathering and decomposition of rock and have characteristics that are quite different from those of transported soils. Some methods commonly adopted in Malaysia for slope stabilization work are discussed, highlighting good practices and relevant design guidelines. Some aspects on measurement of strength
Chow Chee-Meng, Tan Yean-Chin
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Slope stability analysis and stabilization
2021Yung Ming Cheng, Chi Wai Law, Leilei Liu
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1995
Abstract Traditional analyses of earth slope stability are based on equilibrium considerations of “slices” into which the collapsing soil mass is divided. Such analyses require some static assumptions so that the system of equilibrium equations becomes determinate.
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Abstract Traditional analyses of earth slope stability are based on equilibrium considerations of “slices” into which the collapsing soil mass is divided. Such analyses require some static assumptions so that the system of equilibrium equations becomes determinate.
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2012
There are more and more side slope problems and slope engineering problems every day along with the increase in human activity. These will be the most common geotechnical engineering problems needing to be addressed in the natural geological environment.
Mao-Hong Yu, Jian-Chun Li
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There are more and more side slope problems and slope engineering problems every day along with the increase in human activity. These will be the most common geotechnical engineering problems needing to be addressed in the natural geological environment.
Mao-Hong Yu, Jian-Chun Li
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Geotechnical Engineering State of the Art and Practice, 2012
LEROUEIL S, PICARELLI, Luciano
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LEROUEIL S, PICARELLI, Luciano
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Slope Stability Analysis and Slope Stability Improvement by Plaxis
Proceedings of the International Conference on Emerging Trends in Engineering & Technology (ICETET-2015), 2015A. U. Shajitha, K. Niranjana
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1994
Failure of a slope frequently takes the form of quite large translational or rotational movements of a body of soil having a lower boundary deep within the soil mass. The stability of the slope with respect to this type of failure may be analysed by any of the methods described in Chapter 8, but most of the methods in general use depend on ...
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Failure of a slope frequently takes the form of quite large translational or rotational movements of a body of soil having a lower boundary deep within the soil mass. The stability of the slope with respect to this type of failure may be analysed by any of the methods described in Chapter 8, but most of the methods in general use depend on ...
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