Journal of Geotechnical Engineering: Recent submissions
Now showing items 1901-1920 of 2722
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Discussion of “<i>Pattern of Volume Change Development</i>” by Kanakapura S. Subba Rao and Gifferd C. Satyadas (February, 1986, Vol. 112, No. 2)
(American Society of Civil Engineers, 1987) -
Closure to “<i>Liquefaction Resistance of Thickened Tailings</i>” by Steve J. Poulos, Eli I. Robinsky, and Thomas O. Keller (December, 1985, Vol. 111, No. 12)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Clay Liner Permeability: Evaluation and Variation</i>” by Kingsley Harrop‐Williams (October, 1985, Vol. 111, No. 10)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Active Earth Pressure Behind Retaining Walls</i>” by Sangchul Bang (March, 1985, Vol. 111, No. 3)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Active Earth Pressure Behind Retaining Walls</i>” by Sangchul Bang (March, 1985, Vol. 111, No. 3)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Lateral Force‐Displacement Response of Buried Pipe</i>” by Charles H. Trautmann and Thomas D. O'Rourke (September, 1985, Vol. 111, No. 9)
(American Society of Civil Engineers, 1987) -
Closure to “<i>Lateral Force‐Displacement Response of Buried Pipe</i>” by Charles H. Trautmann and Thomas D. O'Rourke (September, 1985, Vol. 111, No. 9)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Clay Liner Permeability: Evaluation and Variation</i>” by Kingsley Harrop‐Williams (October, 1985, Vol. 111, No. 10)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Loading Rate Method for Pile Response in Clay</i>” by Jean‐Louis Briaud and Enrique Garland (March, 1985, Vol. 111, No. 3)
(American Society of Civil Engineers, 1987) -
1‐D Seismic Analysis of Embankment Dams
(American Society of Civil Engineers, 1987)A numerical scheme for seismic analysis of nonhomogeneous embankment dam sections has been presented and shown to provide results that approximate reasonably well the more precise 2-D analyses in a gravel shell dam design. ... -
Effects of Stress History on Ballast Deformation
(American Society of Civil Engineers, 1987)The behavior of densely prepared specimens of a crushed dolomite railroad ballast subjected to triaxial compression repeated loading at a constant effective confining stress of 35 kN/m -
Effects of Selected Inorganic Leachates on Clay Permeability
(American Society of Civil Engineers, 1987)The widespread use of clays as liner materials for hazardous waste disposal facilities has sparked an interest in the effects that inorganic chemicals have on the hydraulic conductivity of clays. Three natural clays are ... -
Discussion of “<i>Pullout Resistance of “H” Piles</i>” by Ervin Hegedus and Vijay K. Khosla (September, 1984, Vol. 110, No. 9)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Pullout Resistance of “H” Piles</i>” by Ervin Hegedus and Vijay K. Khosla (September, 1984, Vol. 110, No. 9)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Active Earth Pressure Behind Retaining Walls</i>” by Sangchul Bang (March, 1985, Vol. 111, No. 3)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Estimating Soil Moduli from Drilled Pier Load Tests</i>” by Zdeněk J. Bažant, Jr. (September, 1984, Vol. 110, No. 9)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Footings and Constitutive Laws</i>” by Shamsher Prakash, Swami Saran, and U. N. Sharan (October, 1984, Vol. 110, No. 10)
(American Society of Civil Engineers, 1987) -
Unified Approach for Beams on Elastic Foundations under Moving Loads
(American Society of Civil Engineers, 1987)This paper describes a simple unified procedure, based on the fast Fourier transform (FFT) technique, for analyzing the steady‐state response of an infinitely long beam supported on an arbitrary linear elastic, damped ... -
Elastic Foundation Settlements on Sand Deposits
(American Society of Civil Engineers, 1987)A method for computing the elastic settlement of a foundation on a sand deposit using the conventional elastic settlement, but adjusting the settlement influence factor as computed by Steinbrenner to a reduced influence ... -
Evaluation of Settlements in Sands Due to Earthquake Shaking
(American Society of Civil Engineers, 1987)Simplified methods of analysis are proposed for estimating probable settlements in either saturated or unsaturated sand deposits subjected to earthquake shaking. It is suggested that the primary factors controlling induced ...