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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 3031-3040 of 3232
Improved Analytical Method for Stabilizing Piles in Loess Slope Considering Nonlinear Pile–Soil Interactions
Publisher: ASCE
Abstract: In loess slopes, landslides are easily caused by rainfall and can be prevented by using retaining structures of stabilizing piles. This paper investigated the deformation and mechanical behaviors of the cantilever and fully ...
Discretization-Based Kinematic Approach for Three-Dimensional Stability Analysis of Slurry Trenches in Cohesive–Frictional Soils
Publisher: ASCE
Abstract: Although trench failures observed in the field clearly show three-dimensional (3D) characteristics, the stability analyses of slurry-supported trenches are typically carried out under plane-strain assumptions. The factor ...
Deformation Pattern of Beams Rested on Different Foundation Models in Nonuniform Foundation Conditions
Publisher: ASCE
Abstract: The theoretical calculation considering foundation and beam interaction is widely employed to simulate thee deformation pattern of a beam rested on different foundation models. Based on the Kerr three-parameter foundation ...
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag
Publisher: ASCE
Abstract: The weak mechanical properties of dredged soil can be improved by using cementing agents. Comprehensive investigation of the efficacy of stabilizing methods, including Portland cement (PC) and alkali-activated ground ...
Long-Term Settlement of Dynamically Loaded Shallow Foundations
Publisher: ASCE
Abstract: Analytical approaches to determine the long-term settlement of shallow foundations subjected to dynamic cyclic loading with a large number of cycles (millions) are presented. The approaches use the high-cycle accumulation ...
Heat Transfer Analytical Model of Energy Soldier Piles under Air Convection Conditions
Publisher: ASCE
Abstract: This study proposes an analytical solution for heat transfer in energy soldier piles, considering the convective boundary conditions and temperature distribution differences in the angular direction. The problem is solved ...
Soil Conditioning for EPB Shield Tunneling in Coastal Silty Clay Strata: Laboratory Research and Field Application
Publisher: ASCE
Abstract: Earth pressure balance (EPB) shield tunneling in coastal silty clay strata often faces the problems of clogging on the screw conveyor or the belt conveyor due to lumps of clay soils formed because of the large cohesion of ...
Dynamic Evolution of Desiccation Cracks and Their Relationship with the Hydraulic Properties of Expansive Soil
Publisher: ASCE
Abstract: The desiccation cracking of expansive soil plays a crucial role in the structural integrity and long-term stability of infrastructure foundations. While the occurrence of surface cracks and shrinkage deformation in expansive ...
Dynamic Response and Failure Analysis of Underground Openings to Oblique Wave Incidence
Publisher: ASCE
Abstract: In deep underground mine, besides the high static in situ stress, openings such as stopes, drifts, and shafts in underground mine are also frequently subjected to dynamic waves coming from blasting and earthquake. The ...
One-Dimensional Consolidation Analysis of Layered Foundations Subjected to Arbitrary Loads under a Continuous Drainage Boundary
Publisher: ASCE
Abstract: Laboratory one-dimensional consolidation tests were conducted to measure the variation trend of the soil pore pressure at the drainage boundary with time under different magnitudes of loads. Based on the test data, continuous ...