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RISExperimental Study of Laterally Loaded Pile Group in Square Arrangement near Sloping Ground
Publisher: ASCE
Abstract: The prediction of the pile response near a slope has not been fully explored and remains challenging for designers. In this study, an experimental investigation is planned to explore the behavior of laterally loaded pile ...
Numerical Simulation of Earthen Embankment Resting on Liquefiable Soil and Remediation Using Stone Columns
Publisher: ASCE
Abstract: This study aims to predict the effect of liquefaction on an embankment resting on liquefiable foundation soil. A numerical model has been simulated in PLAXIS 2D with plane strain idealization. An effective stress–based ...
Financial Feasibility Analysis of Water Conservation Components in Mass Housing Projects: Suburban Indian Case Review
Publisher: American Society of Civil Engineers
Numerical Analysis of Earth Embankment Resting on Liquefiable Soil and Remedial Measures
Publisher: American Society of Civil Engineers
Abstract: Liquefaction-induced ground displacements resulting from earthquake shaking are a major cause of damage to earth structures comprised of, or underlain by, loose saturated granular soils. The present paper describes the ...
Effect of Pile Group Configurations on Nonlinear Dynamic Response
Publisher: American Society of Civil Engineers
Abstract: A three-dimensional (3D) finite-element program has been developed for the dynamic analysis of pile groups. Soil and pile media have been discretized into 3D isoparametric continuum elements. To simulate the stress transfer ...
Numerical Analysis of Earth Embankment Resting on Liquefiable Soil and Remedial Measures
Publisher: American Society of Civil Engineers
Abstract: Liquefaction-induced ground displacements resulting from earthquake shaking are a major cause of damage to earth structures comprised of, or underlain by, loose saturated granular soils. The present paper describes the ...
Effect of Pile Group Configurations on Nonlinear Dynamic Response
Publisher: American Society of Civil Engineers
Abstract: A three-dimensional (3D) finite-element program has been developed for the dynamic analysis of pile groups. Soil and pile media have been discretized into 3D isoparametric continuum elements. To simulate the stress transfer ...
Construction Project Risk Assessment: Development of Model Based on Investigation of Opinion of Construction Project Experts from India
Publisher: American Society of Civil Engineers
Abstract: Risk is involved in every business, and the construction industry is no exception. Most of the project management issues that impact a project arise from associated uncertainties. The Indian construction industry is worth ...
Investigations on Additive Manufacturing of Ti–6Al–4V by Microplasma Transferred Arc Powder Deposition Process
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This paper presents investigation findings on additive manufacturing (AM) aspects of Ti6Al4V by microplasma transferred arc powder deposition (μ-PTAPD) process in continuous and dwell-time mode. Pilot experiments were ...
Numerical Investigation of Stone Column Improved Ground for Mitigation of Liquefaction
Publisher: ASCE
Abstract: Installation of a stone column in loose soil is one of the robotics ground enhancement techniques that reduce the risk liquefaction and related ground deformation. However, the experimental investigation is costly and it ...