Journal of Geotechnical Engineering: Recent submissions
Now showing items 1921-1940 of 2722
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Discussion of “<i>Moisture Curve of Compacted Clay: Mercury Intrusion Method</i>” by S. Prapaharan, A. G. Altschaeffl, and B. J. Dempsey (September, 1985, Vol. 111, No. 9)
(American Society of Civil Engineers, 1987) -
Erratum: “Compaction‐Induced Earth Pressures Under K0‐Conditions” by James M. Duncan and Raymond B. Seed (January, 1986, Vol. 112, No. 1)
(American Society of Civil Engineers, 1987) -
Design Problems in Soil Liquefaction
(American Society of Civil Engineers, 1987)An attempt is made to clarify some aspects of the problems encountered in evaluating the stability of embankments under conditions where a potential for soil liquefaction exists. It is suggested that at the present time, ... -
Vibration Characteristics of Dams in Narrow Canyons
(American Society of Civil Engineers, 1987)Results from simplified analytical and numerical models on vibrational characteristics of earth dams in narrow canyons are presented. The effect of the canyon length over height ratio on the fundamental period of the dam ... -
Discussion of “<i>Hydraulic Conductivity of Two Prototype Clay Liners</i>” by Steven R. Day and David E. Daniel (August, 1985, Vol. 111, No. 8)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Hydraulic Conductivity of Two Prototype Clay Liners</i>” by Steven R. Day and David E. Daniel (August, 1985, Vol. 111, No. 8)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Hydraulic Conductivity of Two Prototype Clay Liners</i>” by Steven R. Day and David E. Daniel (August, 1985, Vol. 111, No. 8)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Hydraulic Conductivity of Two Prototype Clay Liners</i>” by Steven R. Day and David E. Daniel (August, 1985, Vol. 111, No. 8)
(American Society of Civil Engineers, 1987) -
Closure to “<i>Hydraulic Conductivity of Two Prototype Clay Liners</i>” by Steven R. Day and David E. Daniel (August, 1985, Vol. 111, No. 8)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Hydraulic Conductivity of Two Prototype Clay Liners</i>” by Steven R. Day and David E. Daniel (August, 1985, Vol. 111, No. 8)
(American Society of Civil Engineers, 1987) -
Closure to “<i>Capillary Effects on Dynamic Modulus of Sands and Silts</i>” by Shiming Wu, Donald H. Gray and F. E. Richart, Jr. (September, 1984, Vol. 110, No. 9)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Hydraulic Conductivity of Two Prototype Clay Liners</i>” by Steven R. Day and David E. Daniel (August, 1985, Vol. 111, No. 8)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Hydraulic Conductivity of Two Prototype Clay Liners</i>” by Steven R. Day and David E. Daniel (August, 1985, Vol. 111, No. 8)
(American Society of Civil Engineers, 1987) -
Disturbances Due to “Ideal” Tube Sampling
(American Society of Civil Engineers, 1987)The “ideal sampling approach” (ISA) for elucidating, formulating, and predicting minimum disturbance effects in deep tube samples of saturated clays is proposed. The ISA relies on approximate solutions based on the strain ... -
Cyclic Simple Shear Size Effects
(American Society of Civil Engineers, 1987)Cyclic simple shear testing is considered to be one of the most appropriate ways of reproducing in the laboratory the stresses that would be experienced by an element of soil in level ground subjected to earthquake loading. ... -
Uncertainties in Evaluation of Strength of Marine Sand
(American Society of Civil Engineers, 1987)The strength of a marine sand is investigated by means of cone penetration tests and plate load tests, and by measurement of the resistance against penetration by the steel skirts underneath a gravity platform. Several ... -
Rotation of Principal Directions in K0‐Consolidated Clay
(American Society of Civil Engineers, 1987)Monotonic and cyclic torsion shear and cubical triaxial tests were performed to study the influence of rotation of principal stress directions on the behavior of -
Cyclic Simple Shear Size Effect Correction Factors
(American Society of Civil Engineers, 1987)A comprehensive experimental study has been completed to study the effect of specimen size on the cyclic properties of dry sand: namely, the shear modulus and damping in a large‐scale simple shear apparatus. The tests were ... -
Response of Buried Cylinders to Surface Loads
(American Society of Civil Engineers, 1987)Loads applied at the ground surface may have a significant effect on culverts and buried pipelines. A semi‐analytic procedure is developed to estimate the response of buried tubes to surface loads. The procedure can be ... -
Closure to “<i>Load Tests on Tubular Piles in Coralline Strata</i>” by James M. Gilchrist (May, 1985, Vol. 111, No. 5)
(American Society of Civil Engineers, 1987)