Journal of Geotechnical Engineering: Recent submissions
Now showing items 61-80 of 2722
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Closure to “Tensile Reinforcement Effects on Bridge‐Approach Settlement” by Gregory J. Monley and Jonathan T. H. Wu
(American Society of Civil Engineers, 1995) -
Discussion of “<i>Revised Cam‐Clay Model</i>” by B. R. Srinivasa Murthy, A. Vatsala, and T. S. Nagaraj (June, 1991, Vol. 117, No. 6)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Shallow Foundations in Cold Regions: Design</i>” by Edward C. McRoberts (October, 1982)
(American Society of Civil Engineers, 1983) -
Random Field Modeling of Foundation Failure Modes
(American Society of Civil Engineers, 1990)Two different models for reliability analyses of foundation failure problems are presented, one where only average soil‐strength properties are modeled, and one where the soil strength is represented more accurately as a ... -
Discussion of “<i>Dimensioning Footings Subjected to Eccentric Loads</i>” by William H. Highter and John C. Anders (May, 1985)
(American Society of Civil Engineers, 1987) -
Structural Capacity of Precast Piles with Grouted Base
(American Society of Civil Engineers, 1994)To improve the performance of a precast pile installed in a prebored hole, a grouted base is often made around the base of the pile. The structural capacity of a precast pile with a grouted base was studied by three series ... -
Electrical‐Resistivity Measurements For Evaluating Compacted‐Soil Liners
(American Society of Civil Engineers, 1994)Theoretical relationships suggest that the hydraulic conductivity of compacted soils can be evaluated with electrical resistivity measurements. On the material scale, high resistivity may be indicative of low molding water ... -
Discussion of “<i>Batang Ai—Transition Zone</i>” by P. R. Phillips (pp. 396–409)
(American Society of Civil Engineers, 1987) -
Closure to “<i>Results of Foundation Engineering Congress Pile Loading Test</i>” by R. J. Finno, T. Cosmao, and B. Gitskin at the June 1989, Proc. Symp. on Predicted and Observed Axial Behavior of Piles, and published in <i>ASCE Geotechnical Special Publication No. 23</i>, by ASCE, New York, N.Y., 1989, pp. 338–355
(American Society of Civil Engineers, 1991) -
Closure to “<i>Design of Cirata Concrete Face Rockfill Dam</i>” by Ivor L. Pinkerton, Soetomo Siswowidjono, and Yutaka Matsui (pp. 642–656)
(American Society of Civil Engineers, 1987) -
Closure to “<i>Centrifugal Modeling of Drains for Slope Stabilization</i>” by Gregory S. Resnick and Dobroslav Znidarčić (November, 1990, Vol. 116, No. 11)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Compaction Characteristics of River Terrace Gravel</i>” by Vinod K. Garga and Claudio J. Madureira (August, 1985, Vol. 111, No. 8)
(American Society of Civil Engineers, 1988) -
A Note on Bearing Capacity of Soft Clays under Embankments
(American Society of Civil Engineers, 1994)This paper presents a rigorous lower‐bound solution for the bearing capacity of soft clays under embankments. The analysis is carried out by using a numerical technique that is based on the lower‐bound theorem and finite ... -
Closure to “<i>Moduli and Damping Factors of Soft Marine Clays</i>” by Takaaki Kagawa (September, 1992, Vol. 118, No. 9)
(American Society of Civil Engineers, 1993) -
Discussion of “<i>Liquefaction Evaluation Procedure</i>” by Steve J. Poulos, Gonzalo Castro, and John W. France (June, 1985, Vol. 111, No. 6)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Concrete‐Face Rockfill Dam: I. Assessment</i>” by James L. Sherard and J. Barry Cooke (October, 1987, Vol. 113, No. 10)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Pile Horizontal Soil Modulus Values</i>” by Trevor David Smith (September, 1987, Vol. 113, No. 9)
(American Society of Civil Engineers, 1989) -
Erratum:
(American Society of Civil Engineers, 1993) -
Discussion of “<i>New Exchequer Dam, California</i>” By Thomas M. Leps, C. A. Cashatt and R. N. Janopaul
(American Society of Civil Engineers, 1987) -
Closure to “<i>Seismic Stability of Gentle Infinite Slopes</i>” by Tarik Hadj‐Hamou and Edward Kavazanjian, Jr. (June 1985, Vol. 111, No. 6)
(American Society of Civil Engineers, 1988)