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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 1-10 of 11
Generalized Solutions for Axially and Laterally Loaded Piles in Multilayered Soil Deposits with Transfer Matrix Method
Publisher: American Society of Civil Engineers
Abstract: To investigate the influence of the axial force and its distribution along the pile shaft on the response of laterally loaded piles, a generalized solution is proposed based on the transfer matrix approach, in which the ...
Semi-Analytical Solution to One-Dimensional Consolidation for Unsaturated Soils with Exponentially Time-Growing Drainage Boundary Conditions
Publisher: American Society of Civil Engineers
Abstract: This paper presents a semi-analytical solution to Fredlund and Hasan’s one-dimensional consolidation for unsaturated soils subjected to exponentially time-growing drainage-boundary conditions. Two variables are introduced ...
A Series of Semianalytical Solutions of One-Dimensional Consolidation in Unsaturated Soils
Publisher: ASCE
Abstract: This study presents a new series of semianalytical solutions of Fredlund and Hasan's one-dimensional consolidation equations for unsaturated soils under a variety of boundary conditions. The Laplace transform was adopted ...
Yielding and <i>K</i><sub>0</sub> Value Variation of Cemented Sand along a <i>K</i><sub>0</sub> Path
Publisher: ASCE
Abstract: The yield stress and the coefficient of lateral earth pressure at rest, K0, of soil are important parameters for geotechnical design. However, the effect of cementation on the values of yield stress and K0 of artificially ...
One-Dimensional Consolidation for Unsaturated Soils under Depth-Dependent Stress Induced by Multistage Load
Publisher: ASCE
Abstract: This paper presents semianalytical solutions of one-dimensional (1D) consolidation for unsaturated soils with depth-dependent vertical stress induced by multistage load. Based on the 1D consolidation theory of unsaturated ...
Acoustic Emission of Biocemented Calcareous Sand Base
Publisher: ASCE
Abstract: A meter-scale model test with microbially induced calcite precipitation (MICP) is an efficient method to validate this sustainable soil reinforcement technique. Mechanical and physical testing methods for evaluating the ...
Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays
Publisher: ASCE
Abstract: It is essential and important for artificial ground freezing (AGF) engineering design and maintenance to systematically investigate the mechanical properties of artificially frozen soil. Based on a series of low-temperature ...
Experimental Study of the Bearing Characteristics of a Novel Energy-Saving and Environmentally Friendly Pile: Drilling with Prestressed Concrete Pipe Cased Piles
Publisher: ASCE
Abstract: Drilling with prestressed concrete pipe cased piles (DPC piles) introduces a novel methodology in the domains of energy conservation and environmental protection, utilizing nondisturbed, high-strength, prestressed concrete ...
Avalanches and Fractures in Biotreated Calcareous Sands
Publisher: ASCE
Abstract: Biotreatment is an emerging reinforcement technology. Avalanche dynamics has recently been used to analyze the fracture behavior of biotreated specimens under unconfined conditions. However, the avalanche dynamics along ...
Reinforcement Effect of the Stepped-Alternating Vacuum Preloading Method on Dredged Fills
Publisher: ASCE
Abstract: Dredged fills have been widely used as a filling material to meet the demand for land resources during land reclamation in coastal areas. When the conventional vacuum preloading (CVP) method is used to reinforce dredged ...