نتایج جستجو برای: slope stability

تعداد نتایج: 348952  

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

Journal: :نشریه دانشکده فنی 0
مهدی موسوی دانشگاه تهران علیرضا یاراحمدی بافقی دانشگاه تهران حمیدرضا بخشی دانشگاه تهران

in the past, rock slope stability analysis were performed either graphically or using a hand-held calculator, but nowadays there are variety of slope stability analysis which can be used according to the field condition and potential failure mode. in 2-d analysis, effect of convex and concave walls are neglected, however concave slopes are believed to be more stable than straight walls due to t...

Journal: :international journal of transportation engineereing 2015
mohammad reza maleki javan fouad kilanehei amir mahjoob

rock slope stability depends very much on the strength features of the rock and the geometrical and strength characteristics of the discontinuities (e.g., roughness, wall strength and persistence). since a rock mass is not a continuum, its behavior is dominated by such discontinuities as faults, joints and bedding planes. also, rock slope instability is a major hazard for human activities and o...

2011
ABRAM JORDAN CRAIG ABRAM JORDAN Balasingam Muhunthan Jennifer Adam Craig Abram Jordan

by Craig Abram Jordan, M.S. Washington State University Chair: Balasingam Muhunthan Landslides constitute a major geological hazard in the world due to their high financial cost and their nondiscriminatory nature. The Olympic Region of Washington State has many potential triggers of landslides, but prolonged periods of high rainfall is the most commonly attributed trigger of landslides. The cur...

Abbas Eftekhari, Mahdi Saeidi Majid Taromi,

Slope stability analysis is a geotechnical engineering problem characterized by many sources ofuncertainty. In slope stability computations, some of these sources are encountered, such as geologicaldetails missed in the exploration program, estimation of soil properties that are difficult to quantifyand many other relevant factors. Therefore, accurate reproduction of the spatial variability in ...

Journal: :journal of agricultural science and technology 2010
gh. habibi bibalani b. majnounian

slope instability due to landslides is particularly common in iran. it is possible to fight against these hazards thanks to the roots of trees, which provide an important contribu-tion towards the stability of hillslopes. however, our knowledge of the effectiveness of roots for slope stability needs improvement. therefore this study was carried out on the effect of tree roots on slope stability...

Slope stability analysis is one of the most important problems in mining and geotechnical engineering. Ignoring the importance of these problems can lead to significant losses. Selecting an appropriate method to analyze the slope stability requires a proper understanding of how different factors influence the outputs of the analyses. This paper evaluates the effects of considering the real geom...

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