Search
CSV
RISNumerical Solution of Single Piles Subjected to Pure Torsion
Publisher: American Society of Civil Engineers
Abstract: Torsional load on pile foundations is induced by the action of eccentric horizontal forces on the supporting structures. Such loading not only initiates twist at the pile head, but also reduces its axial capacity significantly ...
Numerical Solution of Single Pile Subjected to Simultaneous Torsional and Axial Loads
Publisher: American Society of Civil Engineers
Abstract: Torsional loads on pile foundations are induced by the action of eccentric horizontal forces on the supporting structures. Such loading not only initiates twisting at the pile head but also reduces its axial capacity ...
Measured and Predicted Response of Pile Groups in Soft Clay Subjected to Cyclic Lateral Loading
Publisher: American Society of Civil Engineers
Abstract: Major offshore and onshore structures, including transport corridors and high-rise buildings, resting on soft compressible clays are often supported by pile foundations. Apart from the usual vertical loading from the ...
Numerical Solution of Single Pile Subjected to Torsional Cyclic Load
Publisher: American Society of Civil Engineers
Abstract: Large structures, such as offshore platforms, wind turbine foundations, wide buildings, bridges, and railway granular embankments, are often supported by pile foundations. These structures are usually subjected to large ...
Numerical Solution of Stone Column–Improved Soft Soil Considering Arching, Clogging, and Smear Effects
Publisher: American Society of Civil Engineers
Abstract: Improvement of soft clay deposits by the installation of stone columns is one of the most popular techniques followed worldwide. The stone columns not only act as reinforcing material increasing the overall strength and ...
Modeling the Performance of Stone Column–Reinforced Soft Ground under Static and Cyclic Loads
Publisher: American Society of Civil Engineers
Abstract: Installing stone columns is a convenient method of soft ground improvement. Although several analytical and numerical solutions are available to predict the performance of stone column–improved soft ground, these models ...
Modeling the Performance of Stone Column–Reinforced Soft Ground under Static and Cyclic Loads
Publisher: American Society of Civil Engineers
Abstract: Installing stone columns is a convenient method of soft ground improvement. Although several analytical and numerical solutions are available to predict the performance of stone column–improved soft ground, these models ...
Modeling the Stone Column Behavior in Soft Ground with Special Emphasis on Lateral Deformation
Publisher: American Society of Civil Engineers
Hybrid Approach for Rigid Piled-Raft Foundations Subjected to Coupled Loads in Layered Soils
Publisher: American Society of Civil Engineers
Abstract: This paper proposes an efficient hybrid approach for analysis of the responses of piled-raft foundations subjected to coupled loads (combination of vertical loads, horizontal loads, and moments) in layered soils. The ...
Biaxial Creep Test Study on the Influence of Structural Anisotropy on Rheological Behavior of Hard Rock
Publisher: American Society of Civil Engineers
Abstract: Rheological characteristics are one of most important properties needed to be considered in the design and construction for the long-term stability and serviceability of underground structures in the rock mass. To date, ...