Journal of Geotechnical Engineering: Recent submissions
Now showing items 121-140 of 2722
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Closure to “<i>Effective Cohesion for Compacted Clay</i>” by Robert W. Day (April, 1992, Vol. 118, No. 4)
(American Society of Civil Engineers, 1993) -
Closure to “<i>Model for Capacity of Single Piles in Sand Using Fuzzy Sets</i>” by C. H. Juang, J. L. Wey, and D. J. Elton (December, 1991, Vol. 117, No. 12)
(American Society of Civil Engineers, 1993) -
Discussion of “<i>Softening of Fill Slopes due to Moisture Infiltration</i>” by Robert W. Day and Gregory W. Axten (September, 1990, Vol. 116, No. 9)
(American Society of Civil Engineers, 1992) -
Erratum: “Rapid Water Content by Computer‐Controlled Microwave Drying” by Paul A. Gilbert (July, 1992, Vol. 118, No. 7)
(American Society of Civil Engineers, 1992) -
Risk Analysis for Dam Design in Karst
(American Society of Civil Engineers, 1989)Probabilistic risk analysis is a useful technique in assessment of dam safety issues, and also has important applications in the early phases of dam design when design options are being compared and exploration strategies ... -
Discussion of “<i>Stability Analysis of Embankments on Soft Ground</i>” by Bak‐Kong Low (February, 1989, Vol. 115, No. 2)
(American Society of Civil Engineers, 1991) -
Discussion of “<i>Generalized Creep and Stress Relaxation Model for Clays</i>” by R. I. Borja (November, 1992, Vol. 118, No. 11)
(American Society of Civil Engineers, 1994) -
Discussion of “<i>Filter Criteria for Geotextiles: Relevance and Use</i>” by Chris R. Lawson (October, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Uplift Testing of Model Anchors</i>” by Weizhi Su and Richard J. Fragaszy (September, 1988, Vol. 114, No. 9)
(American Society of Civil Engineers, 1990) -
Closure to “<i>Failure of an Earth Dam: A Case Study</i>” by Iqbal H. Khan (February, 1983)
(American Society of Civil Engineers, 1984) -
Ultimate Pile Capacity for Eccentric Inclined Load
(American Society of Civil Engineers, 1983)The ultimate bearing capacity of rigid piles and pile groups in sand has been determined under various combinations of eccentricity and inclination of the load varying from the vertical to horizontal directions. The results ... -
Discussion of “<i>Comparison of Rock Correction Methods for Compaction of Clayey Soils</i>” by Sandra L. Houston and Kenneth D. Walsh (April, 1993, Vol. 119, No. 4)
(American Society of Civil Engineers, 1994) -
Discussion of “<i>Compacted Clay Liners and Covers for Arid Sites</i>” by David E. Daniel and Yung‐Kwang Wu (February, 1993, Vol. 119, No. 2)
(American Society of Civil Engineers, 1994) -
Closure to “<i>Tolerable Settlement of Buildings</i>” by Harvey E. Wahls (November, 1981)
(American Society of Civil Engineers, 1983) -
Closure to “<i>Reliability Model for Soil Liner: Postconstruction</i>” by I. Bogardi, W. E. Kelly, and A. Bardossy (October, 1990, Vol. 116, No. 10)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Dimensioning Footings Subjected to Eccentric Loads</i>” by William H. Highter and John C. Anders (May, 1985)
(American Society of Civil Engineers, 1987) -
Erratum “<i>Discussion of Failure of Pore‐Water Analyses for Dispersion</i>” by James R. Talbot (August, 1985)
(American Society of Civil Engineers, 1986) -
Closure to “<i>Rotation of Principal Directions in Ko‐Consolidated Clay</i>” by Pierre‐Yves Hicher and Poul V. Lade (July, 1987, Vol. 113, No. 7)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Construction of Foz DO Areia Dam</i>” by Bayardo Materon (pp. 192–207)
(American Society of Civil Engineers, 1987) -
Discussion of “<i>Foz DO Areia Dam—Design, Construction, and Behaviour</i>” by Nelson L. de S. Pinto, Pedro L. Marques Filho, and Edilberto Maurer (pp. 173–191)
(American Society of Civil Engineers, 1987)