Search
CSV
RISExploration and Analysis on the Supervision System of Autopilot Taxis
Publisher: ASCE
Abstract: To support the commercial application of autonomous driving technology in taxis, and to solve the issues such as whether, what, and how to obtain transport operation qualifications for application subjects that have not ...
Effect of Trapped Cavity Mechanism on Interpretation of T-Bar Penetrometer Data in Uniform Clay
Publisher: ASCE
Abstract: This paper describes large deformation finite element (LDFE) analysis of the penetration of the T-bar penetrometer in uniform clay, identifying soil flow mechanisms around the T-bar, the extent of any cavity above the T-bar ...
Investigation on the Behavior of Stiffened Caisson Installation in Uniform Clay from Large Deformation Modeling
Publisher: ASCE
Abstract: Suction caissons, widely applied in offshore engineering, suffer from significant uncertainties about the flow mechanism of the surrounding soil during installation, especially for caissons with ring stiffeners. Large ...
Inclined Pullout Capacity of Suction Anchors in Clay over Silty Sand
Publisher: American Society of Civil Engineers
Abstract: This study presents a range of numerical modeling to evaluate the pullout capability of suction anchors subjected to inclined mooring loading in a clay-over-silty-sand deposit. Comprehensive numerical models were generated, ...
Bearing Capacities of Buried Bucket Foundations in Marine Tidal Flat Subjected to Combined Loading
Publisher: ASCE
Abstract: A buried bucket foundation combined with a vertical truss is a new foundation system for photovoltaic farms in marine tidal flat (MTF) areas with deep soft soil. This paper employs numerical methods to study the response ...
Influence of Spudcan Penetration on Adjacent Skirted Foundation in Uniform Clay
Publisher: ASCE
Abstract: Spudcans are commonly installed to support jack-up vessels in construction process of offshore wind turbines (OWTs), which may induce significant soil deformation that may impact existing foundations of established OWTs. ...
Interpretation of Layer Boundaries and Shear Strengths for Stiff-Soft-Stiff Clays Using Cone Penetration Test: LDFE Analyses
Publisher: American Society of Civil Engineers
Scale Issues and Interpretation of Ball Penetration in Stratified Deposits in Centrifuge Testing
Publisher: American Society of Civil Engineers
Abstract: A full-flow ball penetrometer is now routinely used in centrifuge testing for characterizing single-layer clay, silt, sand, and stratified soil samples. The behavior of the standard ball penetrometer (including the shaft) ...
Interpretation of Layer Boundaries and Shear Strengths for Soft-Stiff-Soft Clays Using CPT Data: LDFE Analyses
Publisher: American Society of Civil Engineers
Abstract: This paper describes a new approach for interpreting cone penetrometer data in soft-stiff-soft clay deposits. The identification of layer boundaries and interpretation of shear strength profile were of particular interest. ...
Interpretation of Layer Boundaries and Shear Strengths for Soft-Stiff-Soft Clays Using CPT Data: LDFE Analyses
Publisher: American Society of Civil Engineers
Abstract: This paper describes a new approach for interpreting cone penetrometer data in soft-stiff-soft clay deposits. The identification of layer boundaries and interpretation of shear strength profile were of particular interest. ...