Journal of Geotechnical Engineering: Recent submissions
Now showing items 1241-1260 of 2722
-
Equations for Compression Index Approximation
(American Society of Civil Engineers, 1992)Compression indices for clay sediments, which are based on simple soil-classification properties, save both time and expense involved with consolidation testing. Equations reported in the literature for prediction of ... -
Discussion of “<i>Hydraulic Conductivity of Three Landfill Clay Liners</i>” by Mark E. Gordon, Paul M. Huebner, and Thomas J. Miazga (August, 1989, Vol. 115, No. 8)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Hydraulic Conductivity of Three Landfill Clay Liners</i>” by Mark E. Gordon, Paul M. Huebner, and Thomas J. Miazga (August, 1989, Vol. 115, No. 8)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Bearing Capacity of Expanded‐Base Piles in Sand</i>” by William J. Neely, (January, 1990, Vol. 116, No. 4)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Distortion of Steel Tanks Due to Settlement of Their Walls</i>” by Timothy B. D'Orazio, James M. Duncan, and Roy A. Bell (June, 1989)
(American Society of Civil Engineers, 1991) -
Discussion of “<i>Laboratory Evaluation of Lateral Swelling Pressure</i>” by Andy B. Fourie (October, 1989, Vol. 115, No. 10)
(American Society of Civil Engineers, 1991) -
Discussion of “<i>Density Tests above Zero Air Voids Line</i>” by John H. Schmertmann (July, 1989, Vol. 115, No. 7)
(American Society of Civil Engineers, 1991) -
Closure to “<i>Density Tests above Zero Air Voids Line</i>” by John H. Schmertmann (July, 1989, Vol. 115, No. 7)
(American Society of Civil Engineers, 1991) -
Discussion of “<i>Distortion of Steel Tanks Due to Settlement of Their Walls</i>” by Timothy B. D'Orazio, James M. Duncan, and Roy A. Bell (June, 1989)
(American Society of Civil Engineers, 1991) -
Discussion of “<i>Laboratory Evaluation of Lateral Swelling Pressure</i>” by Andy B. Fourie (October, 1989, Vol. 115, No. 10)
(American Society of Civil Engineers, 1991) -
Closure to “<i>Laboratory Evaluation of Lateral Swelling Pressure</i>” by Andy B. Fourie (October, 1989, Vol. 115, No. 10)
(American Society of Civil Engineers, 1991) -
Closure to “<i>Probabilistic Potentiometric Surface Mapping</i>” by Pinnaduwa H. S. W. Kulatilake (November, 1989, Vol. 115, No. 11)
(American Society of Civil Engineers, 1991) -
Erratum: “Transport of Low‐Concentration Contaminants in Saturated Earthen Barriers” by Yalcin B. Acar and Laique Haider (July, 1990, Vol. 116, No. 7)
(American Society of Civil Engineers, 1991) -
Dynamic Properties of Reinforced Sand
(American Society of Civil Engineers, 1991)A series of dynamic shear tests was performed on large hollow cylindrical reinforced and unreinforced sand samples. Steel rods were used to reinforce the specimens uniaxially and biaxially. A newly developed test apparatus ... -
Closure to “<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) -
In Situ Strength Measurements of Weak Rocks
(American Society of Civil Engineers, 1991)There is a lack of strength data on weak rocks where cores for conventional testing can only be obtained with difficulty. In recent investigations, strengths are obtained over a 300-ft (91-m) vertical section for calcareous ... -
Discussion of “<i>Distortion of Steel Tanks Due to Settlement of Their Walls</i>” by Timothy B. D'Orazio, James M. Duncan, and Roy A. Bell (June, 1989)
(American Society of Civil Engineers, 1991) -
Discussion of “<i>Evaluation of Deep Pumping Tests</i>” by Denise Wilton Tripp and John T. Christian (May, 1989, Vol. 115, No. 5)
(American Society of Civil Engineers, 1991) -
Discussion of “<i>Distortion of Steel Tanks Due to Settlement of Their Walls</i>” by Timothy B. D'Orazio, James M. Duncan, and Roy A. Bell (June, 1989)
(American Society of Civil Engineers, 1991) -
Free Vibration of Embedded Foundations: Theory versus Experiment
(American Society of Civil Engineers, 1991)Comprehensive experimental results of 54 free‐vibration tests on model footings embedded at various depths in sand and having circular, square, and rectangular base shapes were reported by Erden and Stokoe in 1974 and ...