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International Journal of Geomechanics
EISSN: 1943-5622
ISSN: 1532-3641
Priority: 6
Publisher: American Society of Civil Engineers
Description: The International Journal of Geomechanics (IJOG) focuses on geomechanics with emphasis on theoretical aspects, including computational and analytical methods and related validations. Applications of interdisciplinary topics such as geotechnical and g More ...
Now showing items 1-8 of 8
Limit Equilibrium Analysis of Slope Stability with Coupling Nonlinear Strength Criterion and Double-Strength Reduction Technique
Publisher: American Society of Civil Engineers
Abstract: Currently, the strength parameters are reduced by a uniform coefficient for the traditional strength-reduction technique in the slope stability analysis. However, observations proved that the contributions of the strength ...
Stability Analysis of a Layered Slope with Failure Mechanism of a Composite Slip Surface
Publisher: American Society of Civil Engineers
Abstract: A great significance should be given to layered slope stability, because the actual slope is often heterogeneous with a composition of multilayer soils due to natural formation and artificial filling. Previous research has ...
Spatial–Temporal Variation of Soil Sliding Probability in Cohesive Slopes with Spatially Variable Soils
Publisher: ASCE
Abstract: Landslide is a common and severe geohazard that may pose significant risk to adjacent structures such as buildings and buried pipelines. Identification of the failure slip surface is critical for the assessment and management ...
Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles
Publisher: ASCE
Abstract: An h-type prestressed anchor cable antislide pile is suggested for dealing with large-scale landslide disasters. At present, the internal force calculation of h-type antislide piles includes a great deal of cumbersome and ...
Analysis of Shaft Resistance Setup of Driven Piles in Soft Sensitive Clays Considering Soil Consolidation and Creep
Publisher: ASCE
Abstract: Soft sensitive clays around a pile shaft experience destructuration during pile installation, excess pore pressure (u) dissipation, and creep after pile installation, but their influence on pile shaft resistance is difficult ...
Investigation of the Load–Settlement Response of Piles in Sand Using an Interface Constitutive Model
Publisher: ASCE
Abstract: A semianalytical approach has been developed to investigate the nonlinear load–settlement behavior of bored single piles and pile groups embedded in sands. A more rigorous load-transfer function for the pile shaft, adopted ...
Evaluation of Critical Slip Surface in Limit Equilibrium Analysis of Slope Stability by Smoothed Particle Hydrodynamics
Publisher: American Society of Civil Engineers
Abstract: Limit equilibrium methods (LEMs) have been widely used for slope stability analysis in engineering practice. The critical slip surface in LEM, which has the minimum factor of safety (FS), is often assumed as the most likely ...
Nonlinear Analysis of Slope Stability Considering Geomaterial Dilatancy
Publisher: ASCE
Abstract: Shear dilation occurs during the failure of geomaterials subjected to shear stress. To account for the dilatancy and nonlinearity of geomaterials, a nonlinear upper-bound analysis method was proposed for evaluating the ...