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Closure to “Examining Setup Mechanisms of Driven Piles in Sand Using Laboratory Model Pile Tests” by Z. Zhang and Y. H. Wang
Publisher: American Society of Civil Engineers
Examining Setup Mechanisms of Driven Piles in Sand Using Laboratory Model Pile Tests
Publisher: American Society of Civil Engineers
Abstract: In this study, model pile tests were carried out in a custom-made pressurized chamber to explore the mechanisms of a driven pile setup in dry sand. A bender element system and tactile pressure sensors were used in parallel ...
Closure to “Experimental and DEM Examinations of K0 in Sand under Different Loading Conditions” by Y. Gao and Y. H. Wang
Publisher: American Society of Civil Engineers
Dual Porosity and Secondary Consolidation
Publisher: American Society of Civil Engineers
Abstract: In this paper, the results of a series of experiments using one-dimensional oedometer testing, mercury intrusion porosimetry (MIP), and scanning electron microscopy are reported on kaolinite samples with known and controlled ...
Mechanisms of Small-Strain Shear-Modulus Anisotropy in Soils
Publisher: American Society of Civil Engineers
Abstract: In this paper, experimental studies using a true triaxial apparatus and a bender element system, and numerical simulations based on the discrete element method (DEM) were used to investigate the stress- and fabric-induced ...
Characterization of Cemented Sand by Experimental and Numerical Investigations
Publisher: American Society of Civil Engineers
Abstract: In this study, the effects of cementation on the stress–dilatancy and strength of cemented sand are investigated through experimental characterizations using triaxial tests and numerical simulations using the discrete ...
Laboratory Studies of Two Common Saprolitic Soils in Hong Kong
Publisher: American Society of Civil Engineers
Abstract: Two commonly encountered saprolitic soils in Hong Kong, weathered volcanic tuff (WT) and weathered granite (WG), were studied using high-quality intact samples. The intact samples exhibited quasi-preconsolidation pressure ...
SIF Calculation for Two Cracks Emanating From the Internal Boundary of a Tube
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The stress intensity factor (SIF) corresponding to two collinear cracks emanating from the internal boundary of a tube is calculated by boundary collocation method (BCM). Uniform internal pressure ...
Experimental Characterizations of Contact Movement in Two-Dimensional Rod Assembly Subjected to Direct Shearing
Publisher: American Society of Civil Engineers
Abstract: This study explored the features of particle motion and, in particular, the associated movements at contacts in response to direct shearing. A tailor-made direct shear box equipped with an image system was set up. The ...
Measurement Biases in the Bender Element Test
Publisher: American Society of Civil Engineers
Abstract: This paper reconsiders the signals that are transmitted in bender element tests and the associated transfer functions to identify the problems that bias the velocity (travel time) determination. The findings of the numerical ...