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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 1-5 of 5
Settlement Calculation of Composite Foundation Reinforced with Stone Columns
Publisher: American Society of Civil Engineers
Abstract: An axial compression was generated in a stone column under vertical loads on its top, and was often accompanied by a radial expansion against the surrounding soil near the top portion of the column. Considering this ...
New Method for a Beam Resting on a Tensionless and Elastic-Plastic Foundation Subjected to Arbitrarily Complex Loads
Publisher: American Society of Civil Engineers
Abstract: Many soil-structure interaction problems can be idealized as foundation beam problems. In the present work, the tensionless contact problem of an Euler-Bernoulli beam of finite length resting on an elastic-plastic foundation ...
Behavior of Laterally Loaded Piles in Multilayered Soils
Publisher: American Society of Civil Engineers
Abstract: Piles have been widely used to resist lateral loads in geotechnical engineering. In reality, piles are always embedded in layered soils; however, theoretical solutions for laterally loaded piles in multilayered soil system ...
Deformation Analysis of Geotextile-Encased Stone Columns
Publisher: American Society of Civil Engineers
Abstract: Based on the unit-cell concept, analytical solutions are presented to predict deformation behaviors of geotextile-encased stone columns at any depth below the top plane of the columns. Under vertical loads at the tops of ...
Fractal Representation for Effective Stress of Unsaturated Soils
Publisher: American Society of Civil Engineers
Abstract: Bishop’s effective stress equation for unsaturated soils was abandoned for some time because of the difficulties in estimating the value of parameter