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Thaw Consolidation Properties of Fine-Grained Permafrost Soils of the Mackenzie Valley, Canada
Publisher: ASCE
Abstract: In this study, the thaw consolidation properties of fine-grained permafrost soils are investigated in terms of the characteristics of the relationships between the effective stress (σv′), the void ratio (e), and the hydraulic ...
Influence of Freezing Temperature on Hydraulic Conductivity of Silty Clay
Publisher: American Society of Civil Engineers
Abstract: Hydraulic conductivity of thawed consolidated slurries of a silty clay from Lachute, Quebec, Canada, subjected to closed-system freezing at different temperatures ranging from −2 to −12°C were determined from constant-head ...
Large-Strain Nonlinear Thaw Consolidation Analysis of the Inuvik Warm-Oil Experimental Pipeline Buried in Permafrost
Publisher: American Society of Civil Engineers
Abstract: The large strain nonlinear thaw consolidation model developed by Dumais and Konrad is used to analyze the Inuvik experimental warm-oil pipeline built on ice-rich permafrost foundations. The predictions for the thaw penetration ...
Modeling Effects of Moisture on Particle Breakage
Publisher: ASCE
Abstract: The recently developed framework for modeling grain breakage in granular materials is shown to be valid for saturated/unsaturated conditions. The model describes the initiation, development, and stabilization of breakage ...
Forward Modeling of Steady-State Surface Wave Test
Publisher: American Society of Civil Engineers
Abstract: The forward modeling of the dispersion curve of a layered medium calculated from the spectral characteristics of Rayleigh waves requires an efficient algorithm for predicting the surface displacements of the medium under ...
Yielding of Microstructured Geomaterial by Distinct Element Method Analysis
Publisher: American Society of Civil Engineers
Abstract: The purpose of this paper is to present macro- and micro-study on the yielding of microstructured geomaterials by numerical experiments. This target is achieved by carrying out 63 one-dimensional and biaxial compressions ...
Estimating Hydraulic and Thermal Conductivities of Crushed Granite Using Porosity and Equivalent Particle Size
Publisher: American Society of Civil Engineers
Abstract: This paper presents an experimental study of the effect of porosity and particle size on the hydraulic conductivity and thermal conductivity of sand-sized crushed granite particles with diameters ranging from 0.08–10 mm. ...
Constitutive Modeling of Gravelly Soil–Structure Interface Considering Particle Breakage
Publisher: American Society of Civil Engineers
Abstract: The mechanical behavior of the interface between gravelly soils and structures may play a significant role on the response of many soil-structure systems to loading. Under cyclic excursion of shear stress, the gravelly ...
Two-Dimensional Discrete Element Theory for Rough Particles
Publisher: American Society of Civil Engineers
Abstract: The surfaces of real sands are often rough and a discrete element modeling of rough granulates is very important to understand the behavior of real sands. This paper presents a two-dimensional discrete element method (DEM) ...
Closure to “Two-Dimensional Discrete Element Theory for Rough Particles” by Mingjing Jiang, Serge Leroueil, Hehua Zhu, Hai-Sui Yu, and Jean-Marie Konrad
Publisher: American Society of Civil Engineers