Journal of Geotechnical Engineering: Recent submissions
Now showing items 2161-2180 of 2722
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Discussion of “<i>Progress in Rockfill Dams</i>” by J. Barry Cooke (October, 1984)
(American Society of Civil Engineers, 1986) -
Discussion of “<i>Progress in Rockfill Dams</i>” by J. Barry Cooke (October, 1984)
(American Society of Civil Engineers, 1986) -
Discussion of “<i>Progress in Rockfill Dams</i>” by J. Barry Cooke (October, 1984)
(American Society of Civil Engineers, 1986) -
Discussion of “<i>Progress in Rockfill Dams</i>” by J. Barry Cooke (October, 1984)
(American Society of Civil Engineers, 1986) -
Discussion of “<i>Progress in Rockfill Dams</i>” by J. Barry Cooke (October, 1984)
(American Society of Civil Engineers, 1986) -
Discussion of “<i>Progress in Rockfill Dams</i>” by J. Barry Cooke (October, 1984)
(American Society of Civil Engineers, 1986) -
Discussion of “<i>Progress in Rockfill Dams</i>” by J. Barry Cooke (October, 1984)
(American Society of Civil Engineers, 1986) -
Transitional Yielding Model for Clay
(American Society of Civil Engineers, 1986)An approach is presented for analytical modeling of the full range of material behavior of normally consolidated to heavily overconsolidated clays. The approach has the capability of describing both drained and undrained, ... -
Strain Field Around Cones in Steady Penetration
(American Society of Civil Engineers, 1986)The strain field during cone penetration is studied. The strain field is obtained by integrating the strain rates induced by the cone in steady penetration of an inviscid, incompressible fluid along paths of particle ... -
A Laboratory Study of Blast Densification of Saturated Sand
(American Society of Civil Engineers, 1986)Laboratory tests have been conducted to investigate the potential of millisecond delays in blast‐densification of saturated cohesionless sand. A large liquefaction tank was used to prepare and contain the sand. Commercially ... -
Pattern of Volume Change Development
(American Society of Civil Engineers, 1986)If volume changes followed a definite pattern of development, the ability to predict the behavior of structures, schedule construction, select techniques and make decisions would be greatly improved. This note shows that ... -
Discussion of “<i>Progress in Rockfill Dams</i>” by J. Barry Cooke (October, 1984)
(American Society of Civil Engineers, 1986) -
Dynamic Response of Arbitrarily Shaped Foundations
(American Society of Civil Engineers, 1986)The paper presents a method to compute the effective dynamic stiffnesses -
Linearized Liquefaction Process by Kalman Filter
(American Society of Civil Engineers, 1986)Sand liquefaction is a very important problem during earthquake excitation. This paper details the development of equivalent linearization theory for sand, based on both the extended Kalman filter and the weighted global ... -
Dynamic Response of Arbitrarily Shaped Foundations: Experimental Verification
(American Society of Civil Engineers, 1986)Results of twenty‐one free vibration tests on surface model footings on moist sand having different base shapes and about equal base area have been reported by Stokoe and Erden (5,8). These tests are used here to verify ... -
Discussion of “<i>Coefficients of Soil Reaction for Buried Flexible Conduits</i>” by Benjamin Okeagu and George Abdel‐Sayed (July, 1984)
(American Society of Civil Engineers, 1986) -
Ground Improvement by Compaction Piling
(American Society of Civil Engineers, 1986)Foundations for Units 1 and 2 of the first large steam power plant in Indonesia consist of concrete rafts supported on slender, end‐bearing steelcased concrete piles. Soil investigation established the presence of layers ... -
Relationship Between Compacted Rockfill Density and Gradation
(American Society of Civil Engineers, 1986)The potential settlement of rockfill has been related to the gradation of the rockfill materials being utilized. No data has been published, however, which present criteria to differentiate the characteristics of rockfill ... -
Soil Anchors and Constitutive Laws
(American Society of Civil Engineers, 1986)An analysis to predict the critical pullout load, the breakout load, and load‐deformation characteristics of anchors using hyperbolic stress‐strain curves of soils as the constitutive law is proposed. The analysis incorporates ... -
Bearing Capacity of Bored Cast‐in‐Place Concrete Piles on Oil Sand
(American Society of Civil Engineers, 1986)This paper discusses a method of the coring, storing, sample preparation, laboratory testing of oil sand, and field load testing of piles bearing on the oil sand. Laboratory strength and compressibility test results on ...