Journal of Geotechnical Engineering: Recent submissions
Now showing items 1081-1100 of 2722
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Closure to “<i>Earthquake‐Induced Permanent Deformations: Probabilistic Approach</i>” by M. K. Yegian, E. A. Marciano, and V. G. Ghahraman (January, 1991, Vol. 117, No. 1)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Mechanisms of Strength Loss in Stiff Clays</i>” by Timothy D. Stark and J. Michael Duncan (January, 1991, Vol. 117, No. 1)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Mechanisms of Strength Loss in Stiff Clays</i>” by Timothy D. Stark and J. Michael Duncan (January, 1991, Vol. 117, No. 1)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Mechanisms of Strength Loss in Stiff Clays</i>” by Timothy D. Stark and J. Michael Duncan (January, 1991, Vol. 117, No. 1)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Bearing Capacity of Auger‐Cast Piles in Sand</i>” by William J. Neely (February, 1991, Vol. 117, No. 2)
(American Society of Civil Engineers, 1992) -
Loss of Ground during CFA Pile Installation in Inner Urban Areas
(American Society of Civil Engineers, 1992)Continuous flight auger (CFA) piles are a popular and effective technology for low-vibration and low-noise applications in inner urban areas. This technical note describes the writers' observations and comments on the loss ... -
Pullout Stiffness of Elastic Anchors in Slope Stabilization Systems
(American Society of Civil Engineers, 1992)The success of an anchored geosynthetic system depends in large part on the ability of the system to remain tensioned after installation. For pinned‐anchor and spring‐steel collar connectors, the pullout stiffness of the ... -
Modeling Strength of Sandy Gravel
(American Society of Civil Engineers, 1992)A new method to evaluate static strength and deformation behavior of gravelly soils containing particles too large to be tested with conventional laboratory equipment is presented. This new matrix method is based on the ... -
Elastic Solutions for Arbitrarily Shaped Foundations
(American Society of Civil Engineers, 1992)The response of an elastic foundation, such as settlement, can generally be obtained by integrating the product of the influence factor and the distributed load over the entire foundation. The exact evaluation of this ... -
Mathematical Model for Piping
(American Society of Civil Engineers, 1992)In the technical note, a two-dimensional mathematical model for piping under a dam on a granular material is reported. No details of the calculation are given, but the results are communicated. The key feature of the model ... -
Discussion of “<i>Hydrocompression Settlement of Deep Fills</i>” by Thomas L. Brandon, J. Michael Duncan, and William S. Gardner (October, 1990, Vol. 116, No. 10)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Hydrocompression Settlement of Deep Fills</i>” by Thomas L. Brandon, J. Michael Duncan, and William S. Gardner (October, 1990, Vol. 116, No. 10)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Hydrocompression Settlement of Deep Fills</i>” by Thomas L. Brandon, J. Michael Duncan, and William S. Gardner (October, 1990, Vol. 116, No. 10)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Performance of Axially Loaded Pipe Piles in Sand</i>” by Leland M. Kraft Jr. (February, 1991, Vol. 117, No. 2)
(American Society of Civil Engineers, 1992) -
Erratum: “Effect of Soil Plasticity on Cyclic Response” by Mladen Vucetic and Ricardo Dobry (January, 1991, Vol. 117, No. 1)
(American Society of Civil Engineers, 1992) -
Analysis of Laterally Loaded Shafts in Rock
(American Society of Civil Engineers, 1992)The behavior of both flexible and rigid shafts socketed into rock and subjected to lateral loads and moments is studied. Parametric solutions for the load‐displacement relations are generated using the finite element ... -
Balanced Seismic Design of Anchored Retaining Walls
(American Society of Civil Engineers, 1992)Large permanent displacements of anchored retaining walls such as quay walls, sheet‐pile walls, and bulkheads are often reported in the literature after moderate to strong seismic activity. In most cases, liquefaction of ... -
Erratum: “Relative Compaction of Fill Having Oversize Particles” by Iraj Noorany; original paper by Robert W. Day (October 1991, Vol. 117, No. 10)
(American Society of Civil Engineers, 1992) -
Membrane Compliance and Liquefaction of Sluiced Gravel Specimens
(American Society of Civil Engineers, 1992)Membrane compliance significantly increases the liquefaction resistance of gravelly soils determined by undrained, cyclic triaxial tests. The mechanisms of membrane compliance are discussed in this paper. The liquefaction ... -
Simple Double‐Hardening Model for geomaterials
(American Society of Civil Engineers, 1992)A simple approach for nonassociative elastoplastic modeling of mechanical behavior of soils is presented in this paper. The distinctive features of this model are: (1) Disparate mechanisms for volumetric and distortional ...