International Journal of Geomechanics: Recent submissions
Now showing items 2841-2860 of 4049
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Instability Analysis of Sand under Undrained Biaxial Loading with Rigid and Flexible Boundary
(American Society of Civil Engineers, 2017) -
Upper-Bound Solution for Stability Number of Elliptical Tunnel in Cohesionless Soils
(American Society of Civil Engineers, 2017) -
Evolution Process of Natural Rock Joint Roughness during Direct Shear Tests
(American Society of Civil Engineers, 2017)Surface roughness is one of the most important parameters that have significant influence on the mechanical and hydraulic characteristics of rock joints. To investigate the evolution of surface roughness under normal and ... -
Wetting-Induced Collapse Behavior of Unsaturated and Structural Loess under Biaxial Tests Using Distinct Element Method
(American Society of Civil Engineers, 2017) -
Experimental Investigation and Constitutive Modeling of Polymer Concrete and Sand Interface
(American Society of Civil Engineers, 2017) -
Physico-Chemical Effects on Shrinkage Behavior of Compacted Expansive Clay
(American Society of Civil Engineers, 2017) -
Three-Phase Seepage-Deformation Coupled Analysis about Unsaturated Embankment Damaged by Earthquake
(American Society of Civil Engineers, 2016) -
Response of Cylindrical Storage Tank Foundation Resting on Tensionless Stone Column-Improved Soil
(American Society of Civil Engineers, 2017) -
Comparison of Pore-Size Distribution of Soils Obtained by Different Methods
(American Society of Civil Engineers, 2017)An average size of pores and pore-size distribution (POSD) is often required for advanced constitutive models for soils adopted for hydro-mechanical-thermal coupled problems. There are a number of methods available for ... -
Modeling of Laboratory Tests on Saint-Roch-de-l’Achigan Clay with S-CLAY1S Model
(American Society of Civil Engineers, 2017) -
Small Stone-Column Groups: Mechanisms of Deformation at Serviceability Limit State
(American Society of Civil Engineers, 2017)Stone columns are a popular form of ground improvement that can be applied to a variety of foundation solutions involving soft soil deposits. Many design methods are based on an assumption that columns with a length-to-diameter ... -
Numerical Analysis of Stress Distribution in Backfilled Stopes Considering Interfaces between the Backfill and Rock Walls
(American Society of Civil Engineers, 2017) -
Development of Stress Model near the Wellbore Using an Iterative Coupling Method
(American Society of Civil Engineers, 2017) -
Novel Approach to Measuring Tensile Strength of Compacted Clayey Soil during Desiccation
(American Society of Civil Engineers, 2016)Desiccation of soil is the gradual process of moisture loss from a fully or partially saturated condition to a dry state. If the soil is constrained against shrinkage during desiccation, it will begin to crack when tensile ... -
Discussion of “Experimental and Numerical Studies of Circular Footing Resting on Confined Granular Subgrade Adjacent to Slope” by W. R. Azzam and A. Z. ElWakil
(American Society of Civil Engineers, 2017) -
Numerical Simulation of Rock Creep Behavior with a Damage-Based Constitutive Law
(American Society of Civil Engineers, 2017) -
Size-Dependent Hoek-Brown Failure Criterion
(American Society of Civil Engineers, 2017)The size dependency of intact rock is of importance to different disciplines, such as civil and mining engineering. One example relates to the design of structures on or within a rock mass for which an estimation of the ... -
Numerical Study on Passive Earth Pressures Using Kötter's Equation
(American Society of Civil Engineers, 2017)A numerical protocol was developed to compute the passive earth pressure coefficients, Kpγ, for the case of an inclined rigid wall retaining an inclined cohesionless backfill. A complete log-spiral failure surface is assumed ... -
Biaxial Loading of Offshore Monopiles: Numerical Modeling
(American Society of Civil Engineers, 2017)In this study, finite-element (FE) modeling was used to examine the influence of biaxial lateral loading of a monopile foundation. Two different soil models were adopted to investigate the influence of state-dependent and ...