Journal of Geotechnical Engineering: Recent submissions
Now showing items 1801-1820 of 2722
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Discussion of “<i>Effect of Soil Failure on Soil‐Steel Structures</i>” by A. K. Dessouki and G. R. Monforton (May, 1986, Vol. 112, No. 5)
(American Society of Civil Engineers, 1988) -
Closure to “<i>Estimating Soil Moduli from Drilled Pier Load Tests</i>” by Zdeněk J. Bažant, Jr. (September, 1984, Vol. 110, No. 9)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Re‐Examination of Slide in Lower San Fernando Dam</i>” by Gonzalo Castro, Steve J. Poulos, and Francis D. Leathers (September, 1985, Vol. 111, No. 9)
(American Society of Civil Engineers, 1988) -
Long‐Term Tieback Monitoring at Harvard Square
(American Society of Civil Engineers, 1988)Tiebacks are used extensively for temporary lateral support for exterior walls of the new underground Harvard Square transit station in Cambridge, Massachusetts. Although not required for permanent conditions, some tiebacks ... -
Closure to “<i>Uplift Force‐Displacement Response of Buried Pipe</i>” by Charles H. Trautmann, Thomas D. O'Rourke, and Fred H. Kulhawy (September, 1985, Vol. 111, No. 9)
(American Society of Civil Engineers, 1988) -
Closure to “<i>Re‐Examination of Slide in Lower San Fernando Dam</i>” by Gonzalo Castro, Steve J. Poulos, and Francis D. Leathers (September, 1985, Vol. 111, No. 9)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Stability of Steel Oil Storage Tanks</i>” by James M. Duncan and Timothy B. D'Orazio (September, 1984, Vol. 110, No. 9)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Uplift Force‐Displacement Response of Buried Pipe</i>” by Charles H. Trautmann, Thomas D. O'Rourke, and Fred H. Kulhawy (September, 1985, Vol. 111, No. 9)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Stability of Steel Oil Storage Tanks</i>” by James M. Duncan and Timothy B. D'Orazio (September, 1984, Vol. 110, No. 9)
(American Society of Civil Engineers, 1988) -
Erratum: “Horizontal Stiffness of Arbitrarily Shaped Embedded Foundations” by George Gazetas and John L. Tassoulas (May 1987, Vol. 113, No. 5)
(American Society of Civil Engineers, 1988) -
Closure to “<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) -
Pile Jetting
(American Society of Civil Engineers, 1988)The state‐of‐the‐art of pile jetting is reviewed. In general, jetting is a very effective time‐saving method of pile driving. It can be effectively utilized for the driving of both vertical and batter piles. It is almost ... -
Erratum: “Probabilistic Analysis of Offshore Site Exploration” by Tien H. Wu, John C. Potter, and Oddvar Kjekstad (November 1986, Vol. 112, No. 11)
(American Society of Civil Engineers, 1988) -
Centrifuge Evaluation of Numerical Model for Clay
(American Society of Civil Engineers, 1988)A numerical model that considers both hydrodynamic consolidation and creep behavior of soft clays has been evaluated on the basis of a comparison between numerical predictions and centrifuge test results. The constitutive ... -
Erosion Rate of Compacted NA‐Montmorillonite Soils
(American Society of Civil Engineers, 1988)Erosion rates of unsaturated compacted Na‐montmorillonite clays are measured under a range of tractive stresses from surface flows in a rectangular flume. The degree of saturation of compacted samples ranges from 0.52–0.97. ... -
Rational Wave Equation Model for Pile‐Driving Analysis
(American Society of Civil Engineers, 1988)A one‐dimensional wave equation model for pile‐driving analysis is presented. In this model, the pile is represented by discrete elements, while the soil is represented by a series of springs and dashpots, the coefficients ... -
Design Charts for Vertical Cuts
(American Society of Civil Engineers, 1988)Design charts for three-dimensional vertical cuts are introduced. The charts are based on a variational limit-equilibrium stability analysis. These charts can be used within the framewwork of total- or effective-stress ... -
CK0UC Shear Strength of Normally Consolidated Clays from CIUC Tests
(American Society of Civil Engineers, 1988)Because of their practicality and simplicity, consolidated isotropic undrained compression (CIUC) triaxial tests are commonly used in practice to determine the undrained shear strength of cohesive soils, even though CAUC or -
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>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)