Journal of Geotechnical Engineering: Recent submissions
Now showing items 1581-1600 of 2722
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Discussion of “<i>Can CAM‐Clay Model be Generalized</i>” by B. R. Srinivasa Murthy, A. Vatsala, and T. S. Nagaraj (May, 1988, Vol. 114, No. 5)
(American Society of Civil Engineers, 1989) -
Closure to “<i>Field Measurements on Model Pile in Two Clay Deposits</i>” by Amr S. Azzouz and Michael J. Morrison (January, 1988, Vol. 114, No. 1)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Rational Wave Equation Model for Pile‐Driving Analysis</i>” by S. L. Lee, Y. K. Chow, G. P. Karunarantne, and K. Y. Wong (March, 1988, Vol. 114, No. 3)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Uplift Load‐Displacement Behavior of Spread Foundations</i>” by Charles H. Trautmann and Fred H. Kulhawy (February, 1988, Vol. 114, No. 2)
(American Society of Civil Engineers, 1989) -
Coupled Vibration of Embedded Foundation
(American Society of Civil Engineers, 1989)A simplified mathematical model of the coupled horizontal and rocking vibration of an embedded foundation is presented based on the Baranov‐Novak method. Using the concept of additional moment introduced in this model, the ... -
Closure to “<i>Can CAM‐Clay Model be Generalized</i>” by B. R. Srinivasa Murthy, A. Vatsala, and T. S. Nagaraj (May, 1988, Vol. 114, No. 5)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Field Measurements on Model Pile in Two Clay Deposits</i>” by Amr S. Azzouz and Michael J. Morrison (January, 1988, Vol. 114, No. 1)
(American Society of Civil Engineers, 1989) -
Closure to “<i>Density Variation in Specimens Subjected to Cyclic and Monotonic Loads</i>” by Paul A. Gilbert and William F. Marcuson III (January, 1988, Vol. 114, No. 1)
(American Society of Civil Engineers, 1989) -
Influence of Cementation on Liquefaction of Sands
(American Society of Civil Engineers, 1989)Cementation can exist in a sand naturally or it can be added artificially. In either case, it is known to increase the resistance of a sand to liquefaction, and can be a critical factor in engineering decisions about site ... -
Discussion of “<i>Compression and Extension of K0 Normally Consolidated Kaolin Clay</i>” by J. H. Atkinson, D. Richardson, and P. J. Robinson (December, 1987, Vol. 113, No. 12)
(American Society of Civil Engineers, 1989) -
Properties of Solid Waste Incinerator Fly Ash
(American Society of Civil Engineers, 1989)Since the late 1950s solid waste incinerators have become widely used in the United States. The incineration of solid waste produces large quantities of bottom and fly ash, which has been disposed of primarily by landfilling. ... -
Deformation Characteristics of Reinforced Sand in Direct Shear
(American Society of Civil Engineers, 1989)A series of direct shear laboratory tests was performed in order to examine the mechanism of shear zone development in reinforced sands and to quantify their deformation characteristics. Six types of reinforcements were ... -
Back Analysis of Rock Tunnel Using Boundary Element Method
(American Society of Civil Engineers, 1989)A boundary element method is presented for the ``back analysis'' of convergence measurements and measurements of the stress tangential to the tunnel circumference in an unlined tunnel following its excavation. When ... -
Closure to “<i>Compression and Extension of K0 Normally Consolidated Kaolin Clay</i>” by J. H. Atkinson, D. Richardson, and P. J. Robinson (December, 1987, Vol. 113, No. 12)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Density Variation in Specimens Subjected to Cyclic and Monotonic Loads</i>” by Paul A. Gilbert and William F. Marcuson III (January, 1988, Vol. 114, No. 1)
(American Society of Civil Engineers, 1989) -
Hydraulic Conductivity of Three Landfill Clay Liners
(American Society of Civil Engineers, 1989)Clay liners have been used as a means of leachate containment at landfills in Wisconsin for over 10 years. Many of these liners are 1.22–1.52‐m (4–5‐ft) thick and their construction is well documented. Since 1980, the ... -
Discussion of “<i>1‐D Strain in Normally Consolidated Cohesionless Soils</i>” by Bobby O. Hardin (December, 1987, Vol. 113, No. 12)
(American Society of Civil Engineers, 1989) -
Closure to “<i>1‐D Strain in Normally Consolidated Cohesionless Soils</i>” by Bobby O. Hardin (December, 1987, Vol. 113, No. 12)
(American Society of Civil Engineers, 1989) -
Laboratory Model Study on Geosynthetic Reinforced Soil Retaining Walls
(American Society of Civil Engineers, 1989)Reinforced soil technologies have been extensively used during the past few decades in the construction of embankments and retaining walls. A large variety of reinforcing materials emerged and have been developed for ... -
Closure to “<i>Pile Horizontal Soil Modulus Values</i>” by Trevor David Smith (September, 1987, Vol. 113, No. 9)
(American Society of Civil Engineers, 1989)