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RISConsolidation-Induced Solute Transport for Constant Rate of Strain. II: Comparison with Incremental Loading
Publisher: American Society of Civil Engineers
Abstract: This paper presents a numerical investigation of one-dimensional large strain consolidation-induced solute transport for incremental loading (IL) and constant rate of strain (CRS) conditions. Solute transport accounts for ...
Consolidation-Induced Solute Transport for Constant Rate of Strain. I: Model Development and Simulation Results
Publisher: American Society of Civil Engineers
Abstract: A numerical model, called CSTCRS1, is presented for coupled one-dimensional consolidation and solute transport under constant rate of strain (CRS) loading conditions. The consolidation algorithm accounts for vertical strain, ...
Benchmark Problems for Large Strain Consolidation
Publisher: American Society of Civil Engineers
Abstract: Modeling of the one-dimensional consolidation process for soil and other compressible porous media is important for a variety of engineering applications. This paper presents solutions for two benchmark problems for large ...
Model for Coupled Large Strain Consolidation and Solute Transport in Layered Soils
Publisher: American Society of Civil Engineers
Abstract: A numerical model, called CST3 (Consolidation and Solute Transport 3), is presented for coupled one-dimensional large strain consolidation and solute transport in layered soils. The consolidation algorithm accounts for ...
Enhanced CS2 Model for Large Strain Consolidation
Publisher: American Society of Civil Engineers
Abstract: Since original publication in 1997, the CS2 numerical model has been widely used for consolidation analysis and has formed the basis for several more advanced consolidation models. In this paper, an enhanced version of the ...
Benchmark Problem for Large Strain Self-Weight Consolidation
Publisher: American Society of Civil Engineers
Abstract: One-dimensional self-weight consolidation of soil and other compressible porous media is important for a variety of engineering applications. This note presents a benchmark problem and numerical solutions for large strain ...
CS3: Large Strain Consolidation Model for Layered Soils
Publisher: American Society of Civil Engineers
Abstract: A numerical model, called CS3, is presented for one-dimensional, large strain consolidation of layered soils. The algorithm accounts for vertical strain, soil self-weight, conventional constitutive relationships, changing ...
Evaluation of Data Analysis Methods for the CRS Consolidation Test
Publisher: American Society of Civil Engineers
Abstract: The constant rate-of-strain (CRS) laboratory consolidation test is used to measure consolidation properties of fine-grained soils. Although the CRS test offers many advantages over the conventional incremental-loading ...
Assessment of Consolidation-Induced VOC Transport for a GML/GCL Composite Liner System
Publisher: American Society of Civil Engineers
Assessment of Consolidation-Induced Contaminant Transport for Compacted Clay Liner Systems
Publisher: American Society of Civil Engineers
Abstract: This paper presents an investigation of the effect of clay consolidation on contaminant transport through compacted clay liner (CCL) and composite geomembrane liner (GML)/CCL landfill bottom liner systems. Numerical ...