Journal of Geotechnical Engineering: Recent submissions
Now showing items 2581-2600 of 2722
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Discussion of “<i>Permeability and Consolidation of Normally Consolidated Soils</i>” by A. Mahinda Samarasinghe, Yang H. Huang, and Vincent P. Drnevich (June, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Permeability and Consolidation of Normally Consolidated Soils</i>” by A. Mahinda Samarasinghe, Yang H. Huang, and Vincent P. Drnevich (June, 1982)
(American Society of Civil Engineers, 1983) -
Closure to “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)
(American Society of Civil Engineers, 1983) -
Anchored Bulkheads with Sloping Dredge Lines
(American Society of Civil Engineers, 1983)Tests were conducted to determine the effect of a sloping dredge line on passive earth resistance in front of a bulkhead and bending moments in sheet piling. Results are interpreted relative to moment reduction procedures ... -
Discussion of “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Elastic and Plastic Strain Properties of Sand</i>” by Chin‐Su Ting (May, 1982)
(American Society of Civil Engineers, 1983) -
Closure to “<i>Elastic and Plastic Strain Properties of Sand</i>” by Chin‐Su Ting (May, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)
(American Society of Civil Engineers, 1983) -
Three‐Dimensional Testing and Modeling of Ballast
(American Society of Civil Engineers, 1983)A series of truly triaxial tests were performed on two sizes of a railroad ballast under different stress paths and with a constant (initial) field density. The results can permit development of nonlinear elastic and ... -
Discussion of “<i>Seismic Response Of End‐bearing Piles</i>” by Raul Flores‐Berrones and Robert V. Whitman (April, 1982)
(American Society of Civil Engineers, 1983) -
Timoshenko Beams on Linear Viscoelastic Foundations
(American Society of Civil Engineers, 1983)A method of solution for quasistatic bending problems of Timoshenko beams on linear viscoelastic foundations obeying Winkler's hypothesis is developed by using the eigenfunctions derived from free vibration problems of ... -
Scale Effects of Ultimate Pile Capacity
(American Society of Civil Engineers, 1983)Methods of estimating the ultimate bearing capacity of piles in sand from the results of static cone and standard penetration tests are compared with the results of load tests on driven and bored piles of different sizes ... -
Settlement‐Time Predictions in Preloading
(American Society of Civil Engineers, 1983)Proper planning of preloading requires time predictions that cannot be obtained reliably from laboratory odometer tests. Time forecasts should be based on field permeability tests or test fills. The settlement versus log ... -
Number of Tests Versus Design Pile Capacity
(American Society of Civil Engineers, 1983)According to current practice, the average tested capacity of single piles is multiplied by a predefined traction in order to obtain the design capacity of a single pile. This fraction remains constant regardless of the ... -
Closure to “<i>Laterally Loaded Pile Behavior</i>” by Michael Georgiadis and Roy Butterfield (January, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Compression of Free‐ends During Triaxial Testing</i>” by Robert W. Sarsby, Nikolas Kalteziotis, and Essam H. Haddad (January, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Method to Predict Ultimate Compression in Clays</i>” by S. Narasimha Rao and K. Kodandaramaswamy (February, 1982)
(American Society of Civil Engineers, 1983)