Journal of Geotechnical Engineering: Recent submissions
Now showing items 541-560 of 2722
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Discussion of “Limitations of Conventional Analysis of Consolidation Settlement” by D. Hossain
(American Society of Civil Engineers, 1995) -
Closure to “Identification and Characterization of Collapsible Gravels” by Kyle M. Rollins, Ralph L. Rollins, Trevor D. Smith, and George H. Beckwith
(American Society of Civil Engineers, 1995) -
Closure to “Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests” by Timothy D. Stark and Alan R. Poeppel
(American Society of Civil Engineers, 1995) -
Analysis of Pullout Tests for Planar Reinforcements in Soil
(American Society of Civil Engineers, 1995)This paper describes a new analysis for predicting the tensile stress distribution and load-elongation response in pullout tests performed on thin, extensible, planar soil reinforcements. The proposed formulation is based ... -
Monitoring Behavior of Grouted Anchors Using Vibrating-Wire Gauges
(American Society of Civil Engineers, 1995)Long-term monitoring of the behavior of ground anchors constitutes an important aspect of the stability of structures reinforced by such structural members. The present paper describes full-scale tests performed on three ... -
Discussion of “Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests” by Timothy D. Stark and Alan R. Poeppel
(American Society of Civil Engineers, 1995) -
Closure to “Minimum Thickness of Compacted Soil Liners: II. Analysis and Case Histories” by Craig H. Benson and David E. Daniel
(American Society of Civil Engineers, 1995) -
Discussion of “Identification and Characterization of Collapsible Gravels” by Kyle M. Rollins, Ralph L. Rollins, Trevor D. Smith, and George H. Beckwith
(American Society of Civil Engineers, 1995) -
Experimental Evaluation of Pullout Analyses for Planar Reinforcements
(American Society of Civil Engineers, 1995)This paper presents results of laboratory pullout experiments with planar soil reinforcements that are used to evaluate the proposed shear-lag analyses described in a companion paper. Measurements of tensile stress ... -
Desiccation Theory for Soft Cohesive Soils
(American Society of Civil Engineers, 1995)A new desiccation theory is developed that provides a rational framework for the consolidation and desiccation analysis of soft fine-grained waste soils. The theory includes four consecutive segments that correspond ... -
Discussion of “Minimum Thickness of Compacted Soil Liners: II. Analysis and Case Histories”, by Craig H. Benson and David E. Daniel
(American Society of Civil Engineers, 1995) -
Negative Skin Friction on Piles in Layered Soil Deposits
(American Society of Civil Engineers, 1995)A simplified numerical procedure for the analysis of negative skin friction on piles in a layered soil deposit is proposed. Pile-soil interface behavior is modeled by nonlinear soil springs. A framework for determining the ... -
Stress-Strain Modeling of Sands Using Artificial Neural Networks
(American Society of Civil Engineers, 1995)An attempt has been made to implement artificial neural networks (ANNs) for modeling the stress-strain relationship of sands with varying grain size distribution and stress history. A series of undrained triaxial compression ... -
Closure to “Liquefaction‐Induced Damage to Buildings in 1990 Luzon Earthquake” by Kohji Tokimatsu, Hisaya Kojima, Shinichi Kuwayama, Akio Abe, and Saburoh Midorikawa
(American Society of Civil Engineers, 1995) -
Closure to “Calibration Chamber Studies of Piezocone Test in Cohesive Soils” by P. U. Kurup, G. Z. Voyiadjis, and M. T. Tumay
(American Society of Civil Engineers, 1995) -
Calibration Chamber Studies of Piezocone Test in Cohesive Soils
(American Society of Civil Engineers, 1995) -
Bearing Capacity of Footings over Two-Layer Foundation Soils
(American Society of Civil Engineers, 1995)The bearing capacity of strip footings over a two-layer foundation soil is considered. The kinematic approach of limit analysis is used to calculate the average limit pressure under footings. The method is applicable to ... -
Lateral Response of Three-Row Groups in Loose to Dense Sands at 3D and 5D Pile Spacing
(American Society of Civil Engineers, 1995)Centrifuge tests were conducted on single and 3 × 3 pile groups at three-diameter (3D) and five-diameter (5D) spacings. In all of the tests, the piles were driven and laterally loaded in flight without stopping the centrifuge. ... -
Fractal Approach to Measuring Roughness of Geomembranes
(American Society of Civil Engineers, 1995)Fractal analysis was used to evaluate the roughness of four commercially available geomembranes used in waste-containment systems. Fractal analysis uses the concept of the fractal dimension -
Undrained Plastic Modulus from Original Cam Clay
(American Society of Civil Engineers, 1995)One aspect of the original Cam-clay model is that the derived undrained stress-strain curve can be expressed in closed form and used to determine a finite value of stiffness at ε= 0 that is equivalent to an undrained plastic ...