Journal of Geotechnical Engineering: Recent submissions
Now showing items 1781-1800 of 2722
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Pile‐Group Settlement Using Independent Shaft and Point Loads
(American Society of Civil Engineers, 1988)A method of predicting pile‐group settlements is presented herein for cases in which the piles are held together by means of a rigid cap. Piles in the group are assumed to be of the same material, length, and diameter. ... -
Discussion of “<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) -
Cyclic Soil Data for Design of Gravity Structures
(American Society of Civil Engineers, 1988)The paper begins with a brief overview of some of the foundation design problems for gravity structures subjected to combinations of static and cyclic loads under undrained conditions and specifies soil data needed to ... -
Improvements in Grouting of Large Ground Anchors
(American Society of Civil Engineers, 1988)Better grouts have become necessary with increases in the size and complexity of ground anchors. This is because large anchors, such as those now used for stressing dams to their foundations, have closely packed hardware ... -
Closure to “<i>Slide in Upstream Slope of Lake Shelbyville Dam</i>” by D. N. Humphrey and G. A. Leonards (May, 1986, Vol. 112, No. 5)
(American Society of Civil Engineers, 1988) -
Strength Parameters for Bearing Capacity of Sand
(American Society of Civil Engineers, 1988)The results of centrifuge tests for bearing capacity of circular footings are used to verify the bearing capacity predictions using Hansen's equations with interpretations by Meyerhof and De Beer. The correlation with De ... -
Discussion of “<i>Slide in Upstream Slope of Lake Shelbyville Dam</i>” by D. N. Humphrey and G. A. Leonards (May, 1986, Vol. 112, No. 5)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Behavior of Fabric‐ versus Fiber‐Reinforced Sand</i>” by Donald H. Gray and Talal Al‐Refeai (August, 1986, Vol. 112, No. 8)
(American Society of Civil Engineers, 1988) -
Gravity‐Scaled Tests on Blast‐Induced Soil‐Structure Interaction
(American Society of Civil Engineers, 1988)Centrifuge model tests were conducted on models of flexible shallow tunnels in dry sand subject to blast loading from nearby highenergy explosives. Experiments were conducted with varying centrifugal accelerations (from 1 ... -
Discussion of “<i>Behavior of Fabric‐ versus Fiber‐Reinforced Sand</i>” by Donald H. Gray and Talal Al‐Refeai (August, 1986, Vol. 112, No. 8)
(American Society of Civil Engineers, 1988) -
Initiation of Soil Liquefaction Under Static Loading Conditions
(American Society of Civil Engineers, 1988)Liquefaction of loose, saturated sands may be caused by cyclic or static (monotonically increasing) undrained loading. Most previous studies of static liquefaction behavior have emphasized liquefaction susceptibility and ... -
Closure to “<i>Behavior of Fabric‐ versus Fiber‐Reinforced Sand</i>” by Donald H. Gray and Talal Al‐Refeai (August, 1986, Vol. 112, No. 8)
(American Society of Civil Engineers, 1988) -
Regression Models For Evaluating Liquefaction Probability
(American Society of Civil Engineers, 1988)Statistical models are developed to express the probability of liquefaction as a function of earthquake load and soil resistance parameters. Results are obtained based on a catalog compiled for this study, which consists ... -
Closure to “<i>Determination of the Shear Failure Envelope in Rock Masses</i>” by Roberto Ucar (March, 1986, Vol. 112, No. 3)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Practical Problems from Surprising Soil Behavior</i>” by James K. Mitchell (March, 1986, Vol. 112, No. 3)
(American Society of Civil Engineers, 1988) -
Closure to “<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) -
Discussion of “<i>Practical Problems from Surprising Soil Behavior</i>” by James K. Mitchell (March, 1986, Vol. 112, No. 3)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Determination of the Shear Failure Envelope in Rock Masses</i>” by Roberto Ucar (March, 1986, Vol. 112, No. 3)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Determination of the Shear Failure Envelope in Rock Masses</i>” by Roberto Ucar (March, 1986, Vol. 112, No. 3)
(American Society of Civil Engineers, 1988) -
Discussion of “<i>Long‐Term Behavior of Buried Large‐Span Culverts</i>” by Michael McVay and Panayiotis Papadopoulos (April, 1986, Vol. 112, No. 4)
(American Society of Civil Engineers, 1988)