Journal of Geotechnical Engineering: Recent submissions
Now showing items 241-260 of 2722
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Editor's Note
(American Society of Civil Engineers, 1993) -
Erratum:
(American Society of Civil Engineers, 1993) -
Closure to “<i>Post‐Construction Deformation of Rockfill Dams</i>” by Ronald P. Clements (July, 1984)
(American Society of Civil Engineers, 1985) -
Discussion of “<i>Plasticity and Constitutive Relations in Soil Mechanics</i>” by Ronald F. Scott (May 1985, Vol. 111, No. 5)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Predicting Ground‐Water Response to Precipitation</i>” by Dwight A. Sangrey, Kingsley O. Harrop‐Williams, and Jeffrey A. Klaiber (July, 1984)
(American Society of Civil Engineers, 1986) -
Discussion of “<i>A Study of Deformations in Concrete Faced Rockfill Dams</i>” by Hideo Imaizumi and Alvaro E. Sardinha (pp. 528–540)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>A Study of Deformations in Concrete Faced Rockfill Dams</i>” by Hideo Imaizumi and Alvaro E. Sardinha (pp. 528–540)
(American Society of Civil Engineers, 1987) -
Deformation Analysis for Periodically Layered Soil
(American Society of Civil Engineers, 1984)A technique for the analysis of periodically layered soil deposits is developed. This technique requires minimal data preparation and is compu tationally very efficient. The technique is used to determine the deformations ... -
Seepage‐Induced Effective Stresses and Water Pressures around Pressure Tunnels
(American Society of Civil Engineers, 1994)The change in stresses in the rock mass generated by the internal loading of a pressurized conduit, has traditionally been estimated assuming that the rock mass is impermeable and that the internal pressure in the tunnel ... -
The Twenty-Ninth Terzaghi Lecture
(American Society of Civil Engineers, 1994) -
Discussion of “Tensile Reinforcement Effects on Bridge-Approach Settlement” by Gregory J. Monley and Jonathan T. H. Wu
(American Society of Civil Engineers, 1995) -
Closure to “<i>Ground Movement Analysis of Earth Support System</i>” by C. K. Shen, S. Bang, and L. R. Herrmann (Dec., 1981)
(American Society of Civil Engineers, 1983) -
Active Isolation of Machine Foundations by In-Filled Trench Barriers
(American Society of Civil Engineers, 1996)Vibratory energy transmitted through propagating waves generated by machine foundations can be detrimental to adjacent structures or sensitive equipment operating nearby. Most of the vibratory energy affecting structures ... -
Interface Shear-Strength Properties of Roughened HDPE
(American Society of Civil Engineers, 1995) -
Flow Field Around Cones in Steady Penetration
(American Society of Civil Engineers, 1985)An analytical solution is presented for the flow field around cones penetrating an inviscid and incompressible fluid. The stream function, velocity field, and strain rates around 18° and 60° cones advancing at a rate of 2 ... -
Discussion of “<i>Predicting Hydraulic Conductivity of Clay Liners</i>” by David E. Daniel (February, 1984)
(American Society of Civil Engineers, 1985) -
Thermal Instability in Buried Cable Backfills
(American Society of Civil Engineers, 1989)Buried high voltage power cables generate heat when a current is passed through the conductor, and failure of the cable may occur if the conductor or insulation temperature exceeds the design limit. Thermal instability, a ... -
Fluid Conductivity Testing of Fine‐Grained Soils
(American Society of Civil Engineers, 1984)Advective fluid flow, which depends directly on hydraulic conductivity, controls contaminant migration through soils in many cases. The state of practice in laboratory measurements of hydraulic conductivity of soils was ... -
Closure to “<i>Practical Problems from Surprising Soil Behavior</i>” by James K. Mitchell (March, 1986, Vol. 112, No. 3)
(American Society of Civil Engineers, 1988) -
Closure to “Seismic Stability Procedures for Solid‐Waste Landfills” by Jonathan D. Bray, Anthony J. Augello, Gerald A. Leonards, Pedro C. Repetto, and R. John Byrne
(American Society of Civil Engineers, 1996)