Journal of Geotechnical Engineering: Recent submissions
Now showing items 1161-1180 of 2722
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Closure to “<i>Unified Approach to Ground Improvement by Heavy Tamping</i>” by Kwang Wei Lo, Peng Lee Ooi, and Seng Lip Lee (March, 1990, Vol. 116, No. 4)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Single‐Hardening Model with Application to NC Clay</i>” by Poul V. Lade (March, 1990, Vol. 116, No. 3)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Estimation of Subgrade Resilient Modulus from Standard Tests</i>” by E. C. Drumm, Y. Boateng‐Poku, and T. Johnson Pierce (May, 1990, Vol. 116, No. 5)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Influence of Structure and Composition of Residual Soils</i>” by Laurence D. Wesley (April, 1990, Vol. 116, No. 4)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Uncertainty in Steady‐State Liquefaction Evaluation Procedures</i>” by Steven L. Kramer (October, 1989, Vol. 115, No. 10)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Necessary Redundancy in Geotechnical Engineering</i>” by Jorj O. Osterberg (November, 1989, Vol. 113, No. 11)
(American Society of Civil Engineers, 1992) -
Pipeline Response to Pile Driving and Adjacent Excavation
(American Society of Civil Engineers, 1992)This paper describes the response and performance of a pressurized 300‐psi natural gas pipeline that was immediately adjacent to construction work for pile foundations of a bridge. The sheet pile cofferdam walls for the ... -
Closure to “<i>Strain Compatibility Design Method for Reinforced Earth Walls</i>” by Ilan Juran and Chao L. Chen (April, 1989, Vol. 115, No. 4)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Uncertainty in Steady‐State Liquefaction Evaluation Procedures</i>” by Steven L. Kramer (October, 1989, Vol. 115, No. 10)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Necessary Redundancy in Geotechnical Engineering</i>” by Jorj O. Osterberg (November, 1989, Vol. 113, No. 11)
(American Society of Civil Engineers, 1992) -
Discussion of “<i>Necessary Redundancy in Geotechnical Engineering</i>” by Jorj O. Osterberg (November, 1989, Vol. 113, No. 11)
(American Society of Civil Engineers, 1992) -
Closure to “<i>Necessary Redundancy in Geotechnical Engineering</i>” by Jorj O. Osterberg (November, 1989, Vol. 113, No. 11)
(American Society of Civil Engineers, 1992) -
Anisotropic Plasticity Model for Undrained Cyclic Behavior of Clays. I: Theory
(American Society of Civil Engineers, 1992)A constitutive model for the stress‐strain‐pore‐pressure behavior of fluid‐saturated cohesive soils under dynamic loading is developed using the concept of bounding surface plasticity. The model adopts the joint invariants ... -
Drainage Efficiency of Sand Layer in Layered Clay‐Sand Reclamation
(American Society of Civil Engineers, 1992)In the layered clay‐sand scheme of land reclamation, horizontal sand layers are sandwiched between hydraulically placed marine clay to provide shorter drainage paths for the consolidation of the clay. The rate of consolidation ... -
Strain‐Softening Behavior of Granular Soil in Strain‐Path Testing
(American Society of Civil Engineers, 1992)The strain‐softening response of a granular soil along a wide spectrum of strain paths is investigated experimentally. Direct strain‐path control is achieved by controlling the ratio of volume to axial strain increment ... -
Anisotropic Plasticity Model for Undrained Cyclic Behavior of Clays. II: Verification
(American Society of Civil Engineers, 1992)A constitutive model for the stress‐strain‐pore pressure behavior of saturated cohesive soils under both monotonic and cyclic loadings has been presented in the companion paper. The model has been implemented into a numerical ... -
Analysis of Behavior of Earth Dam Using Strong‐Motion Earthquake Records
(American Society of Civil Engineers, 1992)The seismic records of the Long Valley Earth Dam are utilized in order to shed some light on the salient features of the dam nonlinear behavior. The dam is well instrumented with 22 accelerographs tied with a common ... -
Efficiency Formula for Pile Groups
(American Society of Civil Engineers, 1992)A new formula is proposed to evaluate the efficiency of axially loaded pile groups. The derivation of the formula is based on the premise that the group effect can be taken into consideration only for the load component ... -
Diffuse Double‐Layer Eqautions in SI Units
(American Society of Civil Engineers, 1992)Clay particles are usually treated as lyophobic colloids and, thus, colloid chemistry provides a means for description of interactions in a clay-water-electrolyte system. The Stern-Gouy-Chapman theory of diffuse double ... -
Discussion of “<i>The Mechanical Aging of Soils</i>” by John H. Schmertmann (September, 1991, Vol. 117, No. 9)
(American Society of Civil Engineers, 1992)