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Centrifuge Permeameter for Unsaturated Soils. II: Measurement of the Hydraulic Characteristics of an Unsaturated Clay
Publisher: American Society of Civil Engineers
Abstract: This paper presents the hydraulic characteristics of an unsaturated, compacted clay, including its soil-water retention curve (SWRC) and hydraulic conductivity function (
Centrifuge Permeameter for Unsaturated Soils. I: Theoretical Basis and Experimental Developments
Publisher: American Society of Civil Engineers
Abstract: A new centrifuge permeameter was developed with the specific objective of expediting the measurement of the hydraulic characteristics of unsaturated soils. The development, theoretical basis, and typical results associated ...
Constitutive Model for Drained Compression of Unsaturated Clay to High Stresses
Publisher: American Society of Civil Engineers
Abstract: A constitutive model is presented in this paper to describe the isotropic compression response of unsaturated, compacted clay under drained conditions over a wide range of mean effective stresses. The model captures the ...
Compression of Unsaturated Clay under High Stresses
Publisher: American Society of Civil Engineers
Constitutive Model for the Undrained Compression of Unsaturated Clay
Publisher: American Society of Civil Engineers
Parameters for Load Transfer Analysis of Energy Piles in Uniform Nonplastic Soils
Publisher: American Society of Civil Engineers
Abstract: This study focuses on the use of a thermomechanical soil-structure interaction (load transfer) analysis to assess the axial strains, stresses, and displacements during thermomechanical loading of energy piles in various ...
Closure to “Roles of Particle Breakage and Drainage in the Isotropic Compression of Sand to High Pressures” by Woongju Mun and John S. McCartney
Publisher: American Society of Civil Engineers
Roles of Particle Breakage and Drainage in the Isotropic Compression of Sand to High Pressures
Publisher: American Society of Civil Engineers
Abstract: The roles of particle breakage and drainage conditions on the quasi-static compression response of sand were evaluated by comparing the results from drained and undrained isotropic compression tests on dry and saturated ...
Thermohydraulic Responses of Unsaturated Sand around a Model Energy Pile
Publisher: ASCE
Abstract: This paper examines the effects of monotonic and cyclic temperature changes of a model energy pile (diameter=25 mm, length=264 mm) on the variations in temperature and volumetric water content of surrounding unsaturated ...
Analysis of Thermo-Active Foundations With U-Tube Heat Exchangers
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This paper presents a heat transfer model for thermo-active drilled-shaft foundations used for heating and cooling buildings. Specifically, this paper presents a numerical approach to evaluate the ...