Journal of Geotechnical Engineering: Recent submissions
Now showing items 1661-1680 of 2722
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Elastic Buckling of Buried Flexible Tubes—A Review of Theory and Experiment
(American Society of Civil Engineers, 1989)Theoretical models and experimental data for buried tube buckling are reviewed, and linear buckling solutions based on the elastic continuum model for the ground are selected as being most suitable for the design of buried ... -
Erratum “<i>Retaining Walls with Sloped Heel</i>” by Michael T. Elman and Charles F. Terry (October, 1988, Vol. 114, No. 10)
(American Society of Civil Engineers, 1989) -
Erratum “<i>Set of Constitutive Models for Soils Under Slow Movement</i>” by Laurent Vulliet and Kolumban Hutter (September, 1988, Vol. 114, No. 9)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Cα/Cc Concept and K0 During Secondary Compression</i>” by G. Mesri and A. Castro (March, 1987, Vol. 113, No. 3)
(American Society of Civil Engineers, 1989) -
Closure to “<i>Cα/Cc Concept and K0 During Secondary Compression</i>” by G. Mesri and A. Castro (March, 1987, Vol. 113, No. 3)
(American Society of Civil Engineers, 1989) -
Determination of Prestress of in Situ Soils Using Acoustic Emissions
(American Society of Civil Engineers, 1989)This paper is the culmination of a three‐phase research effort to estimate the preconsolidation pressure -
Discussion of “<i>Cα/Cc Concept and K0 During Secondary Compression</i>” by G. Mesri and A. Castro (March, 1987, Vol. 113, No. 3)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Cα/Cc Concept and K0 During Secondary Compression</i>” by G. Mesri and A. Castro (March, 1987, Vol. 113, No. 3)
(American Society of Civil Engineers, 1989) -
Dynamic Response Verification of Simplified Bridge‐Foundation Model
(American Society of Civil Engineers, 1989)A simplified method for finding rotational boundary stiffnesses, representing the foundations of a structure and its surrounding soil, is developed. This technique is applied to the Meloland Road overpass, for which records ... -
Discussion of “<i>Cα/Cc Concept and K0 During Secondary Compression</i>” by G. Mesri and A. Castro (March, 1987, Vol. 113, No. 3)
(American Society of Civil Engineers, 1989) -
Stability Analysis of Embankments on Soft Ground
(American Society of Civil Engineers, 1989)A simple and convenient semi‐analytical procedure is presented to calculate the factor of safety of embankments constructed on soft clay. Stability numbers -
Discussion of “<i>Closed‐Form Heave Solutions for Expansive Soils</i>” by R. Rama Rao, Harianto Rahardjo, and Delwyn G. Fredlund (May, 1988, Vol. 114, No. 5)
(American Society of Civil Engineers, 1989) -
Reliability of Offshore Foundations—State of the Art
(American Society of Civil Engineers, 1989)The uncertainties that are encountered in prediction of offshore foundation performance are reviewed. An outline of the first‐order, second‐moment method is given. This method is used to calculate the effect of uncertainties ... -
Rock Bolts and Shear Stiffness in Jointed Rock Masses
(American Society of Civil Engineers, 1989)Both deformational response and stress distribution in an anisotropic rock mass are examined. Joint imposed rock mass anisotropy is considered in relation to joint and rock material shear stiffness. Two typical rock mass ... -
Probabilistic Consolidation Analysis with Model Updating
(American Society of Civil Engineers, 1989)A probabilistic model for one‐dimensional consolidation analysis of a clay deposit is formulated based on conventional theory for prediction of time history and magnitude of consolidation settlements. The model accounts ... -
Closure to “<i>Closed‐Form Heave Solutions for Expansive Soils</i>” by R. Rama Rao, Harianto Rahardjo, and Delwyn G. Fredlund (May, 1988, Vol. 114, No. 5)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Erosion Rate of Dispersive and Nondispersive Clays</i>” by Alaeddin Shaikh, James F. Ruff, Wayne A. Charlie, and Steven R. Abt (May 1988, Vol. 114, No. 5)
(American Society of Civil Engineers, 1989) -
Discussion of “<i>Erosion Rate of Dispersive and Nondispersive Clays</i>” by Alaeddin Shaikh, James F. Ruff, Wayne A. Charlie, and Steven R. Abt (May 1988, Vol. 114, No. 5)
(American Society of Civil Engineers, 1989) -
Field Performance of Structural Slurry Wall
(American Society of Civil Engineers, 1989)Geotechnical instrumentation for both routine monitoring and research was conducted during construction of the new Harvard Square Station, part of expansion of a rapid transit line in metropolitan Boston. The cut‐and‐cover ... -
Discussion of “<i>Prediction of Field Collapse of Soils Due to Wetting</i>” by Sandra L. Houston, William N. Houston, and Donald J. Spadola (January, 1988, Vol. 114, No. 1)
(American Society of Civil Engineers, 1989)