Open Journal of Civil Engineering

Open Journal of Civil Engineering

ISSN Print: 2164-3164
ISSN Online: 2164-3172
www.scirp.org/journal/ojce
E-mail: ojce@scirp.org
"Slope Stability Evaluations by Limit Equilibrium and Finite Element Methods Applied to a Railway in the Moroccan Rif"
written by Khadija Baba, Lahcen Bahi, Latifa Ouadif, Ahmed Akhssas,
published by Open Journal of Civil Engineering, Vol.2 No.1, 2012
has been cited by the following article(s):
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[1] Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland)
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[2] Analysis of the Influence of Geomechanical Parameters and Geometry on Slope Stability in Granitic Residual Soils
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[3] Establishing Reliable Slope Stability Hazard Map Based on GIS-Based Tool in Conjunction with Finite Element Methods
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[4] Design of Dump Slope on Weak Foundation
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[5] Evaluation of seepage and slope stability analysis of embankment dam: a case study of Shimburit micro earthen dam, Amhara region, Ethiopia
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[6] The Effect of Horizontal Drainage Lengths on the Stability of a Homogeneous Earth-Fill Dam Under Seepage Conditions
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[7] Stability Prediction of a Two-Layered Soil Slope
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[8] Investigation of rockfall and slope instability with advanced geotechnical methods and ASTER images
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[9] Experimental and finite element analysis of slope stability treated by lime milk (case of El Amir Abdelkader embankment)
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[10] Stability Analysis of Residual Soil Slope Model by Numerical Modeling Using FEM Against LEM
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[11] Geotechnical and micro-structural characteristics of phyllite derived soil; implications for slope stability, Lesser Himalaya, Uttarakhand, India
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[12] HYDROMECHANICAL SLOPE STABILITY ANALYSIS: MODELLING, MONITORING AND PREDICTION USING BP-FF ARTIFICIAL NEURAL NETWORKS
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[13] Safe Foundation Criteria for Low-Rise Building Structures on Drained Coarse-Grained Steep Soil Slopes in Sri Lanka
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[14] Análisis de la estabilidad global en muros de suelo reforzado
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[15] Investigation of rockfall and slope instbility with advanced geotechnical methods and ASTER images
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[16] Empirical correlation between length of nail and system parameters for a vertical soil nailed wall
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[17] Stability analysis of rock slope against planar failure with irregular discontinuity
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[18] Advanced analysis of road-slope stability in a brittle and faulted rockmass terrain by several techniques
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[19] Investigating the stability and anchor support parameters of slopes subjected to wetting and drying cycles in relation to the Nanfen open-pit mine, China
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[20] Study of the geometrical and the geotechnical stability of the concrete lozenges channels
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[21] A review on the application of particle finite element methods (PFEM) to cases of landslides
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[22] Methods of Finding Factor of Safety of Finite Slopes and Comparing It With Field Results
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[23] Comparative analyses of finite element and limit-equilibrium methods for heavily fractured rock slopes
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[24] Comparison of analytical and numerical methods in the analysis of the stability of an excavation of the high-speed line in northern Morocco
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[25] Науковий вісник НГУ
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[26] Soil Shear Strength Parameter Analysis Based On Behavior Analysis Of Landslide Case
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[27] ROCK SLOPE STABILITY AND WATER TIGHTNESS ANALYSES OF ARJO DIDESA DAM SITE, WESTERN ETHIOPIA
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[28] Slope Stability Evaluations Using Limit Equilibrium and Finite Element Methods
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[29] Modelling the Stability of the Aleksotas Hill Slope in Kaunas
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[30] An Investigation of the Effects of Specimen Gripping Systems on Shear Stress at the Geosynthetic/Geosynthetic Interface in Landfill Applications
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[31] Estabilidade de taludes de barragens: comparação entre análises por métodos de equilíbrio limite e elementos finitos
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[32] Numerical Analysis of Slope Stability-A Parametric Study
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[33] Finite element-based probabilistic stability analysis of rock-fill tailing dam considering regional seismicity
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[34] DESIGN OF IMPROVED LIME EXPANSIVE SOIL FOR EMBANKMENT OF FLEXIBLE PAVEMENT
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[35] Slope failure induced hazard in Khulshi Area of the Chittagong city, Bangladesh
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[36] Application of an Improved Cloud Model and Distance Discrimination to Evaluate Slope Stability
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[37] Slope Stability Analysis at Hilly Areas of Kuala Lumpur, Malaysia
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[38] A Case Study Based Slope Stability Analysis at Chittagong City, Bangladesh
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[39] Influence of the failure surface choice on the safety factor value during slope stability studies
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[40] Stability and sensitivity analysis of Himalayan road cut debris slopes: an investigation along NH-58, India
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[41] An investigation of landslides in Bukit Aman and Puncak Setiawangsa, Kuala Lumpur, Malaysia
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[42] A Comparison Study between Traditional and Finite Element Methods for Slope Stability Evaluations
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[43] Automatic Recognition of Pavement Degradation: Case of Rif Chain
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[44] INFLUENCE OF THE FAILURE SURFACE CHOICE ON THE SAFETY FACTOR VALUE DURING SLOPE STABILITY STUDIES.
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[45] Mobile Application Development to Compute Stability of Rock Slope
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[46] Estudo da requalificação do talude na Rua Damasceno Monteiro-Lisboa
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[47] Análisis de inestabilidad de taludes mediante equilibrio límite y elementos finitos, tramo Santa Rosa–Tuco Bajo carretera Bambamarca–centro poblado Tuco
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[48] Retroanálise da ruptura do talude de montante da Barragem do Açu no final do período construtivo
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[49] EFFECTS OF BERM CHARACTERISTICS ON EARTH-FILL DAM STABILITY
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[50] Analysis of Embankments with Different Fill Materials using Plaxis-2D
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[51] Plane failure in Rock slopes–A review on stability analysis techniques
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[52] Numerical Modelling of MSE Wall Using Pseudo-dynamic Method
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[53] Stability assessment of enzyme stabilized road embankments
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[54] Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon
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[55] Comparación de los métodos de equilibrio límite y elementos finitos aplicados a la estabilidad de taludes.
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[56] Raseinių rajono Sujainių ir Kybartėlių žemių užtvankų šlaitų stabilumo analizė
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[57] Assessment Slope Stability Based on Deformation of Rock Joints and Soil with Simulation Method
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[58] 岩爆的研究进展及其对广东省长大深埋隧道建设的启示
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[59] Landslide Simulation Using Limit Equilibrium and Finite Element Method
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[60] SLOPE STABILITY ANALYSIS WITH GEO5 SOFTWARE FOR MALIN LANDSLIDE IN PUNE (MAHARASHTRA)
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[61] A Comparative Study on Slope Stability of Railway Embankment by Finite Element and Limit Equilibrium Methods
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[62] Numerical Modeling and Simulation of the Stability of Earth Slopes
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[63] STABILITY ANALYSIS OF FILL SLOPE AT SMK SONG NO. 2'S PROJECT USING SLOPE/W
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[64] Seismic Induced Landslide Vulnerability in the Chittagong City, Bangladesh
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[65] Disaster due to slope failure in the Pahartoli Area of the Chittagong city, Bangladesh
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[66] Slope Stability of Road Embankment on Soft Soil.
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[67] 使用粒子群演算法優化邊坡穩定分析
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[68] 岩质边坡稳定性分级的 AHP? 理想点模型及应用
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[69] River Bank Erosion of the Surma River Due to Slope Failure
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[70] 岩质边坡稳定性分级的 AHP-理想点模型及应用
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[71] Numerical and deterministic analyses of rainfall-induced slope failures in small catchment scale
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[72] 岩质边坡稳定性分级的 AHP 理想点模型及应用
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[73] Slope stability of road embankment on soft soil
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[74] Analysis of Layered Slope Subjected to Rainwater Infiltration
[75] Slope Stability Evaluation of Basement Excavation: A Case Study
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