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RISStress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation
Publisher: American Society of Civil Engineers
Abstract: Microbial induced calcite precipitation (MICP) is a novel biomediated ground improvement method that can be used to increase the shear strength and stiffness of soil. The evolution of the shear strength and stiffness of ...
Influence of Drainage Conditions during Cone Penetration on the Estimation of Engineering Properties and Liquefaction Potential of Silty and Sandy Soils
Publisher: American Society of Civil Engineers
Biomediated Permeability Reduction of Saturated Sands
Publisher: American Society of Civil Engineers
Analytical Investigation of Friction Sleeve Length Effects on Stratigraphic Interpretation
Publisher: American Society of Civil Engineers
Abstract: This paper presents an analytical investigation of the ability of friction sleeves of varying lengths to reliably identify layer interfaces and stratigraphic anomalies within the subsurface. Analytical and parametric ...
Prediction, Performance, and Uncertainty in Dynamic Pile Load Testing as Informed by Direct Measurements from an Instrumented Becker Penetration Test
Publisher: ASCE
Abstract: Dynamic load testing and signal matching is commonplace for pile capacity verification but can be subject to nonuniqueness and uncertainty. Whether this uncertainty may be reduced with additional measurements requires ...
Cyclic Loading Response of Silt with Multiple Loading Events
Publisher: American Society of Civil Engineers
Abstract: The evolution of cyclic resistance with multiple loading events is evaluated for nonplastic and low-plasticity silts with plasticity indices of 0 and 6, respectively. A series of direct simple shear tests with multiple ...