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Closure to “Rational Equipment Selection Method Based on Soil Conditions” by Ali Touran and Thomas C. Sheahan
Publisher: American Society of Civil Engineers
Experimental Verification of CRS Consolidation Theory
Publisher: American Society of Civil Engineers
Abstract: The paper presents and analyzes results from nine constant rate of strain (CRS) consolidation tests on resedimented Boston blue clay (BBC) using a specially instrumented, computer-automated hydraulic consolidation device. ...
Seepage Control Remediation at Hodges Village Dam, Oxford, Massachusetts
Publisher: American Society of Civil Engineers
Abstract: This paper presents a case study on embankment dam seepage problems encountered at one site over the last 30 years and various remediation efforts. The Hodges Village Dam in Oxford, Mass. is part of an extensive flood ...
Simplified Trial Wedge Method for Soil Nailed Wall Analysis
Publisher: American Society of Civil Engineers
Abstract: This paper presents a new approach that allows soil nailed walls to be analyzed using a trial wedge method. Most soil nailed wall analysis methods are rooted in traditional slope stability solutions with curvilinear or ...
Rational Equipment Selection Method Based on Soil Conditions
Publisher: American Society of Civil Engineers
Abstract: This paper presents a rational approach for evaluating a tractor dozer's capability to excavate a given soil type. A number of empirical charts exist for equipment selection, and a complex formulation based on soil mechanics ...
Nonlinear Nonequilibrium One-Dimensional Large-Strain Consolidation-Coupled Contaminant Transport Model of Capped Sediments
Publisher: American Society of Civil Engineers
Nondestructive Sample Quality Assessment of a Soft Clay Using Shear Wave Velocity
Publisher: American Society of Civil Engineers
Abstract: While improvements in equipment and sampling methods have enabled collection of better quality samples of soft clays for more reliable engineering design and performance prediction, current sample quality assessment methods ...
Rate-Dependent Undrained Shear Behavior of Saturated Clay
Publisher: American Society of Civil Engineers
Abstract: The paper describes results from 25
Model Prediction of Long-Term Reactive Core Mat Efficacy for Capping Contaminated Aquatic Sediments
Publisher: American Society of Civil Engineers
Abstract: This paper describes the development and validation of a one-dimensional, large-strain consolidation-coupled contaminant transport model. The RCM-XPORT2 model uses the CS2 large-strain consolidation approach coupled with ...
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