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RISErratum for “Shear Strength Parameters of Municipal Solid Waste with Leachate Recirculation” by M. A. Gabr, M. S. Hossain, and M. A. Barlaz
Publisher: American Society of Civil Engineers
Discussion of “<i>Model for Capacity of Single Piles in Sand Using Fuzzy Sets</i>” by C. H. Juang, J. L. Wey, and D. J. Elton (December, 1991, Vol. 117, No. 12)
Publisher: American Society of Civil Engineers
Discussion of “<i>Analysis of Laterally Loaded Shafts in Rock</i>” by John P. Carter and Fred H. Kulhawy (June, 1992, Vol. 118, No. 6)
Publisher: American Society of Civil Engineers
Closure to “<i>Lateral Analysis of Piers Constructed on Slopes</i>” by Mohammed A. Gabr and Roy H. Borden (December, 1990, Vol. 116, No. 12)
Publisher: American Society of Civil Engineers
Lateral Analysis of Piers Constructed on Slopes
Publisher: American Society of Civil Engineers
Abstract: A force‐equilibrium model was used to derive a theoretical solution for the lateral capacity of rigid piers embedded in cohesionless and c‐ϕ soil profiles having sloping ground surfaces. A parametric study indicated that ...
Various Bacterial Attachment Functions and Modeling of Biomass Distribution in MICP Implementations
Publisher: ASCE
Abstract: Microbial induced calcium carbonate precipitation (MICP) offers a robust technique to improve strength and stiffness properties of subsurface soils supporting infrastructures. Several unknown factors, including the MICP ...
Simplified Lateral Analysis of Deep Foundation Supported Bridge Bents: Driven Pile Case Studies
Publisher: American Society of Civil Engineers
Abstract: A simplified approach for modeling soil and foundation system supported bridge bents is applied to three bridges that represent three pile types and three superstructures. This point-of-fixity approach is applied by modeling ...
Effect of Boundary Conditions on Buckling of Friction Piles
Publisher: American Society of Civil Engineers
Enhancement of Coal Ash Compressibility Parameters Using Microbial-Induced Carbonate Precipitation
Publisher: American Society of Civil Engineers
Abstract: Microbial-induced calcium carbonate precipitation (MICP) was experimentally implemented on two coal ash materials (i.e., CA1 and CA3) to investigate the efficacy of the treatment on the hydraulic and compressibility ...
Enhancement of Coal Ash Compressibility Parameters Using Microbial-Induced Carbonate Precipitation
Publisher: American Society of Civil Engineers
Abstract: Microbial-induced calcium carbonate precipitation (MICP) was experimentally implemented on two coal ash materials (i.e., CA1 and CA3) to investigate the efficacy of the treatment on the hydraulic and compressibility ...