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Direction-Dependent Skin Friction between Snakeskin-Inspired Surfaces and Piles and Normally Consolidated Clay
Publisher: American Society of Civil Engineers
Abstract: AbstractDriven or jacked foundation elements typically mobilize similar interface shear strengths
when loaded in tension and compression, leading to challenges associated with hard
installation conditions when the skin ...
Interface Shear Response of JSC-1A, GRC-3, and JSC-Mars1 Regolith Simulants
Publisher: American Society of Civil Engineers
Abstract: The response of soil–structure interfaces is of primary importance for the construction and design of infrastructure because all loads, whether static or dynamic, are transferred to the ground through these interfaces. ...
Undrained Behavior of Sand–Structure Interfaces Subjected to Cyclic Torsional Shearing
Publisher: American Society of Civil Engineers
Abstract: This paper presents results from an experimental study on the undrained behavior of sand–structure interfaces subjected to cyclic undrained torsional shearing. The goals of the study are to develop understanding of the ...
Plant Root Circumnutation–Inspired Penetration in Different Soil Types and Its Engineering Application
Publisher: American Society of Civil Engineers
Abstract: AbstractSoil penetration is a critical aspect of geotechnical site investigation, sensor installation,
and foundation construction that often face challenges due to the large vertical reaction
forces required to penetrate ...
Investigation of the Combined Effects of Surface Roughness, Gradation, Mineralogy, and Effective Stress on the Large-Displacement Behavior of Sand–Structure Interfaces
Publisher: American Society of Civil Engineers
Abstract: AbstractThe interface friction angle is an important design parameter in geotechnical engineering
applications, such as onshore and offshore foundations, retaining walls, and landfills,
necessitating its accurate estimation. ...
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