Journal of Geotechnical Engineering: Recent submissions
Now showing items 2481-2500 of 2722
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Centrifuge Model Tests on Bearing Capacity of Clay
(American Society of Civil Engineers, 1984)A series of centrifugal model tests to investigate the bearing capacity of a strip footing on normally consolidated Kawasaki clay was performed. The proposed prototype is a normally consolidated clay foundation having ... -
Lateral Response of Free‐Head Pile
(American Society of Civil Engineers, 1984)Quantitative estimates of the various soil-pile parameters on lateral pile head displacement, rotation and moment coefficients are presented in dimensionless terms through graphs. The results provide guidelines to predict ... -
Design of Anchors in Horizontally Jointed Rocks
(American Society of Civil Engineers, 1984)A series of ten field pullout tests was performed on vertical cementgrouted rock anchors. The rock was an unweathered moderately horizontally jointed granite. In five of the tests the anchor bars were instrumented with ... -
Earthquake Deformation of Centrifuge Model Banks
(American Society of Civil Engineers, 1984)A modified sliding block analysis, which allows the sliding resistance to be nonlinear visco‐elastoplastic, has been developed to predict deformations of embankments during earthquakes. Contrary to the assumption (of the ... -
Discussion of “<i>Centrifugal Model Tests on Vertical Anchor Plates</i>” by Edward A. Dickin and Chun F. Leung (December, 1983)
(American Society of Civil Engineers, 1984) -
Piles in Sand: A Method Including Residual Stresses
(American Society of Civil Engineers, 1984)A method is presented for the analysis of load distribution of piles driven in sand and subjected to static vertical loads. This method is unique in that it considers the existence of residual stresses due to driving. It ... -
Closure to “<i>Trench Excavation Effects on Adjacent Buried Pipes: Finite Element Study</i>” by Provakar Nath (November, 1983)
(American Society of Civil Engineers, 1984) -
Closure to “<i>Centrifugal Model Tests on Vertical Anchor Plates</i>” by Edward A. Dickin and Chun F. Leung (December, 1983)
(American Society of Civil Engineers, 1984) -
Discussion of “<i>Trench Excavation Effects on Adjacent Buried Pipes: Finite Element Study</i>” by Provakar Nath (November, 1983)
(American Society of Civil Engineers, 1984) -
Permanent Displacement of Sand With Cyclic Loading
(American Society of Civil Engineers, 1984)This paper presents a numerical model for calculating permanent strains and stresses in sand caused by cyclic loading. The model is fitted to the results of drained static and cyclic triaxial tests. The model can predict ... -
Time‐Dependent Strength Gain in Freshly Deposited or Densified Sand
(American Society of Civil Engineers, 1984)Much evidence is now available that freshly deposited or densified saturated clean sand may exhibit substantial stiffening and strength increase with times up to several months. Sand deposits may undergo a significant loss ... -
Torsional Vibration on Anisotropic Halfspace
(American Society of Civil Engineers, 1984)The problem of torsional harmonic vibration of circular surface and embedded foundations on cross‐anisotropic elastic half space is considered. Solution is achieved by proper transformations involving geometric and material ... -
Stability Analysis of Slurry Trenches
(American Society of Civil Engineers, 1984)A brief treatise of the mechanics of stability aspects of slurry trenches excavated in short panels is presented. Three case histories of slurry trench excavation including two failures are described and back‐analyzed by ... -
Determination of Prestress in Cohesive Soils Using AE
(American Society of Civil Engineers, 1984)In an attempt to develop an acoustic emission (AE) field procedure to directly determine preconsolidation pressures, laboratory feasibility tests on granular soils (published earlier as a companion paper; Ref. 7) and on ... -
Stability of Spread Footing Above Void in Clay
(American Society of Civil Engineers, 1984)The stability of spread footing situated above a continuous void was investigated. The study involved a theoretical analysis and a model footing testing. The theoretical analysis was made using the finite element method ... -
Influence of Drainage Trenches on Slope Stability
(American Society of Civil Engineers, 1984)An unfavorable groundwater condition is a frequent cause of slope sliding. Pore pressure decreases the effective stress level and consequently the shear existance of the soil on the slip surface is decreased. Thus the slope ... -
Discussion of “<i>Rock Sockets in Soft Rock</i>” by George H. Glos, III and Oliver H. Briggs, Jr. (April, 1983)
(American Society of Civil Engineers, 1984) -
Discussion of “<i>Rock Sockets in Soft Rock</i>” by George H. Glos, III and Oliver H. Briggs, Jr. (April, 1983)
(American Society of Civil Engineers, 1984) -
Discussion of “<i>Design Footing Area with Biaxial Bending</i>” by Ramon Jarquio and Victor Jarquio (October, 1983)
(American Society of Civil Engineers, 1984) -
Discussion of “<i>Compaction and Related Properties of Retorted Oil Shale</i>” by Wesley G. Holtz (October, 1983)
(American Society of Civil Engineers, 1984)