Journal of Geotechnical Engineering: Recent submissions
Now showing items 741-760 of 2722
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Discussion of “<i>One‐Dimensional High‐Pressure Compression of Granular Media</i>” by M. M. Hagerty, D. R. Hite, C. R. Ullrich, and D. J. Hagerty (January, 1993, Vol. 119, No. 1)
(American Society of Civil Engineers, 1994) -
Generalized Coulomb Active‐Earth Pressure for Distanced Surcharge
(American Society of Civil Engineers, 1994)Earth‐pressure problems are of great interest in geotechnical engineering and closed‐form solutions for evaluating the active‐earth pressure are widely used in the design of retaining structures. The note presents a ... -
Multiaxial Cyclic Plasticity Model for Clays
(American Society of Civil Engineers, 1994)A total stress‐based bounding surface plasticity model for clays is developed to accommodate multiaxial stress reversals. The model is constructed based on the idea of a vanishing elastic region undergoing pure translation ... -
Discussion of “<i>Three‐Dimensional Seismic Analysis of La Villita DAM</i>” by A.‐W. Elgamal (December, 1992, Vol. 118, No. 12)
(American Society of Civil Engineers, 1994) -
Consolidation of Clay Layer: Hydrogeologic Boundary Conditions
(American Society of Civil Engineers, 1994)This technical note examines the results of a nonlinear, finite‐strain consolidation analysis of a clay layer subjected to underdrainage at its base. It is shown that due to the nonlinearity of the soil properties the ... -
Closure to “<i>One‐Dimensional High‐Pressure Compression of Granular Media</i>” by M. M. Hagerty, D. R. Hite, C. R. Ullrich, and D. J. Hagerty (January, 1993, Vol. 119, No. 1)
(American Society of Civil Engineers, 1994) -
Closure to “<i>Three‐Dimensional Seismic Analysis of La Villita DAM</i>” by A.‐W. Elgamal (December, 1992, Vol. 118, No. 12)
(American Society of Civil Engineers, 1994) -
Lateral Load Analysis of Groups of Piles and Drilled Shafts
(American Society of Civil Engineers, 1994)Current procedures for designing groups of piles for lateral loading require the use of a computer or extensive manual computations. This paper presents a simple method (the group amplification procedure) for estimating ... -
Discussion of “<i>Effect of Gravel on Hydraulic Conductivity of Compacted Soil Liners</i>” by Thomas L. Shelley and David E. Daniel (January, 1993, Vol. 119, No. 1)
(American Society of Civil Engineers, 1994) -
Closure to “<i>Effect of Gravel on Hydraulic Conductivity of Compacted Soil Liners</i>” by Thomas L. Shelley and David E. Daniel (January, 1993, Vol. 119, No. 1)
(American Society of Civil Engineers, 1994) -
Lateral Load Analysis of Single Piles and Drilled Shafts
(American Society of Civil Engineers, 1994)The -
Discussion of “<i>Effect of Gravel on Hydraulic Conductivity of Compacted Soil Liners</i>” by Thomas L. Shelley and David E. Daniel (January, 1993, Vol. 119, No. 1)
(American Society of Civil Engineers, 1994) -
Closure to “<i>Evaluation and Control of Collapsible Soils</i>” by Adnan A. Basma and Erdil R. Tuncer (October, 1992, Vol. 118, No. 10)
(American Society of Civil Engineers, 1994) -
Reinforcing Sand with Strips of Reclaimed High‐Density Polyethylene
(American Society of Civil Engineers, 1994)The feasibility of reinforcing soil with strips of reclaimed high‐density polyethylene (HDPE) was investigated in this study. Strips of HDPE were mixed with Portage sand and tested to determine the California Bearing Ratio ... -
P-y Analysis of Laterally Loaded Piles in Clay Using DMT
(American Society of Civil Engineers, 1994)Data from dilatometer tests (DMT) are used in the development of a model for the construction of static P‐y curves in clay deposits. A procedure to account for the influence of close‐ended pile installation on the soil ... -
Drained Residual Strength of Cohesive Soils
(American Society of Civil Engineers, 1994)Results of torsional ring shear tests on cohesive soils reveal that the drained residual strength is related to the type of clay mineral and quantity of clay‐size particles. The liquid limit is used as an indicator of clay ... -
Fracture Toughness of Compacted Cohesive Soils Using Ring Test
(American Society of Civil Engineers, 1994)Testing procedures and methods of analysis for determining the fracture toughness of soils using the ring test are described and values of fracture toughness measured for 132 compacted specimens of two cohesive soils are ... -
Effect of Nonuniform Stresses on Measured DSS Stress‐Strain Behavior
(American Society of Civil Engineers, 1994)This paper presents results of a laboratory investigation of the influence of the nonuniform stresses imposed by the Geonor direct simple‐shear (DSS) apparatus on measured stress‐strain behavior. The investigation concentrated ...