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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 1-7 of 7
Pseudostatic Approach to Analyze Combined Pile–Raft Foundation
Publisher: ASCE
Abstract: A new simplified approach based on the pseudostatic method of analysis is proposed to investigate the response of a combined pile–raft foundation (CPRF) and a group pile considering the complex interaction. In this method, ...
Caissons in Cohesionless Soils Considering 3D Wedge under Earthquake Loading
Publisher: ASCE
Abstract: Ultimate soil resistance that acts on a seismically induced caisson foundation and its distribution along the caisson height have been formulated by considering passive wedge failure analysis for both dry and submerged ...
Three-Dimensional Soil–Foundation–Superstructure Interaction Analysis of Nuclear Building Supported by Combined Piled–Raft System
Publisher: ASCE
Abstract: Recently, few nuclear facilities have been proposed on soil sites worldwide. Controlling the overall and differential settlement is a difficult task for a nuclear structure that rests on a soil site. Under these circumstances, ...
Evaluation of Passive Earth Resistance Using an Improved Limit Equilibrium Method of Slices
Publisher: ASCE
Abstract: The present study proposes a new approach to solve passive earth pressure problems using the method of slices, coupled with the limit equilibrium (LE) technique. Unlike existing LE studies that adopted failure surfaces of ...
An Improved Method of Vertical Slices to Determine Seismic Passive Earth Pressure and Its Point of Application
Publisher: ASCE
Abstract: This paper presents a new approach for calculating seismic passive earth pressure, its point of application, and the approximate stress-state within the rupture wedge. The method of vertical slices combined with the ...
Buried Pipeline Subjected to Underground Blast Load: Closed-Form Analytical Solution
Publisher: ASCE
Abstract: The current study derives a closed-form analytical solution of buried pipeline subjected to underground blast load. The solution is derived considering Euler Bernoulli’s beam resting on viscoelastic foundation. In viscoelastic ...