نتایج جستجو برای: rock slope stability

تعداد نتایج: 384718  

Journal: :Civil and Environmental Engineering 2021

Abstract In the paper numerical modelling of ensuring slope stability and their analysing with using different methods are presented. We have designed cutting walls earth nails anchors securing for ensuring. The calculate mechanism failure process reinforced slopes were studied stability. nailing significantly increased level Spencer method. Increasing nail or length improved slopes. exhibited ...

Journal: :international journal of civil engineering 0
khaled farah national engineering school of tunis mounir ltifi national engineering school of tunis tarek abichou florida state university hedi hassis national engineering school of tunis

the purpose of this study is to compare the results of different probabilistic methods such as the perturbation method, stochastic finite element method (sfem) and monte carlo method. these methods were used to study the convergence of direct approach for slope stability analysis and are developed for a linear soil behavior. in this study, two dimensional random fields are used and both the fir...

Journal: :Journal of applied mechanics 2000

Journal: :MATEC Web of Conferences 2017

2012
Roman A. DiBiase Arjun M. Heimsath Kelin X Whipple

Hillslopes are thought to poorly record tectonic signals in threshold landscapes. Numerous previous studies of steep landscapes suggest that large changes in long-term erosion rate lead to little change in mean hillslope angle, measured at coarse resolution. New LiDAR-derived topography data enables a finer examination of threshold hillslopes. Here we quantify hillslope response to tectonic for...

Journal: :int. journal of mining & geo-engineering 2015
kayvan ghorbani mohsen zahedi ahmad asaadi

the rock masses in a construction site of underground cavern are generally not continuous, due to the presence of discontinuities, such as bedding, joints, faults, and fractures. the performance of an underground cavern is principally ruled by the mechanical behaviors of the discontinuities in the vicinity of the cavern. during underground excavation, many surrounding rock failures have close r...

Journal: :Journal of Geography (Chigaku Zasshi) 1987

Journal: :Japanese Geotechnical Society Special Publication 2016

The rock masses in a construction site of underground cavern are generally not continuous, due to the presence of discontinuities, such as bedding, joints, faults, and fractures. The performance of an underground cavern is principally ruled by the mechanical behaviors of the discontinuities in the vicinity of the cavern. During underground excavation, many surrounding rock failures have close r...

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