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Discussion of “Rate of Capillary Rise in Soil” by N. Lu and W. J. Likos
Publisher: American Society of Civil Engineers
Discussion of “Mechanism Controlling Permeability Change in Clays due to Changes in Pore Fluid” by A. Anandarajah
Publisher: American Society of Civil Engineers
Stabilization of Crushed Basaltic Rocks and Clay Mixtures Using Cementitious Additives
Publisher: American Society of Civil Engineers
Abstract: In situ stabilization using cementitious binders has become a common activity for rehabilitating degraded road pavements in Australia. Industrial waste products mixed with traditional binders like general-purpose portland ...
Modeling of Moisture Diffusion in Crushed Basaltic Rock Stabilized with Cementitious Binders
Publisher: American Society of Civil Engineers
Abstract: The prediction of moisture diffusion within the cementitiously stabilized materials is essential for assessing their shrinkage and associated cracking potential. A theoretical approach was presented for modeling of moisture ...
Modeling of Moisture Loss in Cementitiously Stabilized Pavement Materials
Publisher: American Society of Civil Engineers
Abstract: The paper presents a theoretical and experimental approach for the modeling of moisture loss during the drying of cementitiously stabilized pavement materials containing varying contents of fine-grained soil. The process ...
Use of Material Interfaces in DEM to Simulate Soil Fracture Propagation in Mode I Cracking
Publisher: American Society of Civil Engineers
Abstract: Mode I fracture is common in geomechanics in desiccation cracking, hydraulic fracture, and pressuremeter testing. The cohesive crack model has been used extensively and successfully in numerical modeling of such fracture ...
Physical Model–Based Failure Prediction of Concrete Stormwater Pipes Subjected to Rebar Corrosion
Publisher: ASCE
Abstract: This paper proposes a physical model–based approach for predicting failures of concrete stormwater pipelines considering corrosion of reinforcing steel bars. Three failure modes, namely flexure failure, shear failure, and ...
Theoretical p-y Curves for Laterally Loaded Single Piles in Undrained Clay Using Bezier Curves
Publisher: American Society of Civil Engineers
Abstract: An alternative method was introduced for predicting the nonlinear
Axial Response of Tapered Piles in Cohesive Frictional Ground
Publisher: American Society of Civil Engineers
Abstract: This paper presents a theoretical model for the analysis of the axial response of tapered piles in cohesive frictional ground. The operating characteristics of tapered cylindrical piles are identified on the basis of ...
Numerical Modeling of Desiccation Cracking Using the Cohesive Crack Method
Publisher: American Society of Civil Engineers
Abstract: With the advent of climate change, it is thought that desiccation cracking of soil will lead to increases in damage to buried infrastructure. Desiccation cracking is a complex phenomenon that historically has been very ...
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