Journal of Geotechnical Engineering: Recent submissions
Now showing items 281-300 of 2722
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Closure to “<i>Overall Stability of Anchored Retaining Walls</i>” by William F. Anderson, Thomas H. Hanna, and Magued N. Abdel‐Malek (November, 1983)
(American Society of Civil Engineers, 1984) -
Discussion of “<i>Overall Stability of Anchored Retaining Walls</i>” by William F. Anderson, Thomas H. Hanna, and Magued N. Abdel‐Malek (November, 1983)
(American Society of Civil Engineers, 1984) -
Behavior of Pile-Supported Dolphins in Marine Clay under Lateral Loading
(American Society of Civil Engineers, 1996)Pile-supported dolphins are designed for significant amounts of lateral loads. In this paper, the results obtained from tests carried out on model groups of piles to support dolphin-type structures are presented and ... -
Cone Models for Embedded Foundation
(American Society of Civil Engineers, 1994)The dynamic analysis of surface footings may be performed approximately, but quite accurately, by idealizing the soil as a truncated cone instead of an elastic half‐space. In this paper, cone models are extended to represent ... -
Seismic Response of Steep Slopes in Cemented Soils
(American Society of Civil Engineers, 1983)Cemented soils are characterized by their ability to stand in very steep natural and man‐made slopes which are prone to sudden failures during earthquakes. Because of the hazard posed by such slope failures in many parts ... -
Discussion of “<i>Uplift of Anchor Plates in Sand</i>” by E. J. Murray and J. D. Geddes (March, 1987, Vol. 113, No. 3)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Progress in Rockfill Dams</i>” by J. Barry Cooke (October, 1984)
(American Society of Civil Engineers, 1986) -
Discussion of “<i>Cyclic Axial Loading Analysis of Piles in Sand</i>” by Harry G. Poulos (June, 1989, Vol. 115, No. 6)
(American Society of Civil Engineers, 1991) -
Discussion of “<i>Summary of Pile Capacity Predictions and Comparison with Observed Behavior</i>” by R. J. Finno, J. Achille, H.‐C. Chen, T. Cosmao, J.‐B. Park, J.‐N. Picard, D. L. Smith, and G. P. Williams at the June 1989, Proc. Symp. on Predicted Observed Axial Behavior of Piles, and published in <i>ASCE Geotechnical Special Publication No. 23</i>, by ASCE, New York, N.Y., 1989, pp. 356–382
(American Society of Civil Engineers, 1991) -
Closure to “<i>Summary of Pile Capacity Predictions and Comparison with Observed Behavior</i>” by R. J. Finno, J. Achille, H.‐C. Chen, T. Cosmao, J.‐B. Park, J.‐N. Picard, D. L. Smith, and G. P. Williams at the June 1989, Proc. Symp. on Predicted Observed Axial Behavior of Piles, and published in <i>ASCE Geotechnical Special Publication No. 23</i>, by ASCE, New York, N.Y., 1989, pp. 356–382
(American Society of Civil Engineers, 1991) -
Calibration Chamber Studies of Piezocone Test in Cohesive Soils
(American Society of Civil Engineers, 1994)Results of miniature piezocone penetration tests (PCPT) on cohesive soil specimens in a calibration chamber system are presented. The influence of soil type, stress history, penetration boundary conditions, and filter ... -
Discussion of “Geotechnical Properties of Oil‐Contaminated Kuwaiti Sand” by Robert D'Andrea, James C. O'Shaughnessy, and Durval C. Pinheiro
(American Society of Civil Engineers, 1996) -
Closure to “Geotechnical Properties of Oil‐Contaminated Kuwaiti Sand” by Hasan A. Al‐Sanad, Walid K. Eid, and Nabil F. Ismael
(American Society of Civil Engineers, 1996) -
Geotechnical Properties of Paper Mill Sludges for Use in Landfill Covers
(American Society of Civil Engineers, 1996)This study investigates the geotechnical properties of seven paper mill sludges. Paper mill sludges have a high water content and a high degree of compressibility and behave like a highly organic soil. Consolidation tests ... -
Sand Reinforced with Shredded Waste Tires
(American Society of Civil Engineers, 1996)The objective of this study was to investigate the feasibility of using shredded waste tires to reinforce sand. Direct shear tests were conducted on mixtures of dry sand and shredded waste tires. The following factors were ... -
Simplified Method for Design of Underpinning Piles
(American Society of Civil Engineers, 1996)Existing buildings sometimes experience excessive settlement under their design load or face the prospect of excessive settlement in the future if a change of building use is required and increased foundation loadings will ... -
Closure to “Solute Breakthrough Curves for Processed Kaolin at Low Flow Rates” by Charles D. Shackelford and Patrick L. Redmond
(American Society of Civil Engineers, 1996) -
Threshold Accelerations for Rotation or Sliding of Bridge Abutments
(American Society of Civil Engineers, 1996)An analytic procedure for predicting threshold accelerations for movement of gravity-wall bridge abutments due to earthquake loading is first described in this paper. This method combines the well-known previous work related ... -
Discussion: Geotechnical Properties of Oil-Contaminated Kuwaiti Sand
(American Society of Civil Engineers, 1996)