Journal of Geotechnical Engineering: Recent submissions
Now showing items 1981-2000 of 2722
-
Discussion of “<i>Geotechnical Characteristics of Residual Soils</i>” by Frank C. Townsend (January, 1985, Vol. 111, No. 1)
(American Society of Civil Engineers, 1987) -
Closure to “<i>Geotechnical Characteristics of Residual Soils</i>” by Frank C. Townsend (January, 1985, Vol. 111, No. 1)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Geotechnical Characteristics of Residual Soils</i>” by Frank C. Townsend (January, 1985, Vol. 111, No. 1)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Punch‐Through Instability of Jack‐Up on Seabed</i>” by Edmund C. Hambly (April, 1985, Vol. 111, No. 4)
(American Society of Civil Engineers, 1987) -
Closure to “<i>Punch‐Through Instability of Jack‐Up on Seabed</i>” by Edmund C. Hambly (April, 1985, Vol. 111, No. 4)
(American Society of Civil Engineers, 1987) -
Axially Loaded Piles in Layered Soil
(American Society of Civil Engineers, 1987)The behavior of axially loaded piles in layered soil is investigated in terms of effective stresses, using a rigorous elastic load transfer theory. Following the technique of Muki and Sternberg, the problem is decomposed ... -
Effect of Soil Type on Standard Penetration Test Input Energy
(American Society of Civil Engineers, 1987)Due to the frequent use of the standard penetration test, efforts have been made to standardize the test using energy measurements with electronic calibrators. These calibrators integrate the force-time waveform over the ... -
Closure to “<i>Determination of Prestress in Cohesive Soils Using AE</i>” by Robert M. Koerner, Arthur E. Lord, Jr., and William L. Deutsch (November, 1984, Vol. 110, No. 11)
(American Society of Civil Engineers, 1987) -
Elastic‐Creep Analysis of Laterally Loaded Piles
(American Society of Civil Engineers, 1987)A simple one‐dimensional finite element procedure is used to analyze lateral piles in clayey soils. The analysis included a creep law for the soil based on a probabilistic model and allows for stress‐dependent creep. A ... -
Discussion of “<i>Determination of Prestress in Cohesive Soils Using AE</i>” by Robert M. Koerner, Arthur E. Lord, Jr., and William L. Deutsch (November, 1984, Vol. 110, No. 11)
(American Society of Civil Engineers, 1987) -
Closure to “<i>Hydraulic Conductivity of Compacted Clays</i>” by Stephen S. Boynton and David E. Daniel (April, 1985, Vol. 111, No. 4)
(American Society of Civil Engineers, 1987) -
Interpretation of Pile Load Test Considering Residual Stresses
(American Society of Civil Engineers, 1987)The results of an instrumented pile load test program, including uplift and compression tests, are presented. The purpose of the pile load test is to determine ultimate bearing and skin friction design parameters. Vibrating ... -
Discussion of “<i>Hydraulic Conductivity of Compacted Clays</i>” by Stephen S. Boynton and David E. Daniel (April, 1985, Vol. 111, No. 4)
(American Society of Civil Engineers, 1987) -
Erratum: “Overburden Correction Factors for SPT in Sand” by Samson S. C. Liao and Robert V. Whitman (March, 1986, Vol. 112, No. 3)
(American Society of Civil Engineers, 1987) -
Nonlinear Dynamic Slope Stability Analysis
(American Society of Civil Engineers, 1987)A procedure is described for performing nonlinear dynamic slope stability analysis. The method combines updated Lagrangian kinematic relations with a cap‐type, strain‐hardening soil plasticity model in an explicit nonlinear ... -
Deformational Control in Excavating Unstable Slopes
(American Society of Civil Engineers, 1987)Rock bolting is not a commonly used tool for stabilizing rock slopes; however, its use in stabilizing large slopes in very poor rock is demonstrated here. During the excavation of double silos for a large pumped water ... -
Hysteretic Dissipation of Piles under Cyclic Axial Load
(American Society of Civil Engineers, 1987)A simple finite element model for predicting the hysteretic behavior of a single compressible pile embedded in a possibly inhomogeneous soil under cyclic quasistatic axial load is presented, along with applications to two ... -
-
Stability of Slopes in Red Conemaugh Shale of Ohio
(American Society of Civil Engineers, 1987)Nine slopes excavated in soft Conemaugh shales containing slickensides were investigated. The trace lengths and orientations of the slickensides found in exposures were measured. The shear strengths of the intact shales ... -
Discussion of “<i>The Arch in Soil Arching</i>” by Richard L. Handy (March, 1985, Vol. 111, No. 3)
(American Society of Civil Engineers, 1987)