Journal of Geotechnical Engineering: Recent submissions
Now showing items 681-700 of 2722
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Closure to “<i>Seismic Bearing Capacity and Settlements of Foundations</i>” by R. Richards Jr., D. G. Elms, and M. Budhu (April, 1993, Vol. 119, No. 4)
(American Society of Civil Engineers, 1994) -
Discussion of “Permeability Behavior of a Water Treatment Sludge” by M. C. Wang and W. Tseng
(American Society of Civil Engineers, 1995) -
Approximate Elastic‐Plastic Solution for Axially Loaded Piles
(American Society of Civil Engineers, 1994)An approximate elastic perfectly plastic solution in a closed form for axially loaded piles based on the -
Equivalent Diameter of Vertical Drains with an Oblong Cross Section
(American Society of Civil Engineers, 1994)The availability of wick drains has rapidly led to their replacing conventional sand drains as a means of accelerating the consolidation of soft soils. Wick drains have an oblong shape, but the available theories of radial ... -
Vibration of Foundations on Incompressible Soils with No Elastic Region
(American Society of Civil Engineers, 1994)The dynamic response of rigid foundations supported on a homogeneously nonlinear elastoplastic half‐space is investigated in the context of nonlinear finite‐element (FE) analysis. The constitutive equation for the half‐space ... -
Discrete‐Element Method for Simulating Behavior of Cohesive Soil
(American Society of Civil Engineers, 1994)The discrete‐element method has successfully been applied in the past to study constitutive behavior of granular materials. The method is applied in this paper to cohesive soils, where in addition to mechanical forces, ... -
Discussion of “<i>Seismic Bearing Capacity and Settlements of Foundations</i>” by R. Richards Jr., D. G. Elms, and M. Budhu (April, 1993, Vol. 119, No. 4)
(American Society of Civil Engineers, 1994) -
Discussion of “<i>Seismic Bearing Capacity and Settlements of Foundations</i>” by R. Richards Jr., D. G. Elms, and M. Budhu (April, 1993, Vol. 119, No. 4)
(American Society of Civil Engineers, 1994) -
Erratum:
(American Society of Civil Engineers, 1994) -
Pseudostatic seismic stability of slopes: Design Charts
(American Society of Civil Engineers, 1994)A variational limiting equilibrium approach that is an extension of Baker and Garber's analysis is presented. In this extension a pseudostatic seismic force is included to assess the stability of simple slopes. The normal ... -
Seismic Liquefaction Potential Assessed by Neural Networks
(American Society of Civil Engineers, 1994)The feasibility of using neural networks to model the complex relationship between the seismic and soil parameters, and the liquefaction potential has been investigated. Neural‐networks are information‐processing systems ... -
Setup and Relaxation in Glacial Sand
(American Society of Civil Engineers, 1994)Setup and relaxation were encountered during testing and subsequent installation of piled foundations in a glacial deposit of clean sand. Displacement piles driven into this medium dense deposit show time‐dependent increases ... -
Mitigation Measures for Small Structures on Collapsible Alluvial Soils
(American Society of Civil Engineers, 1994)The effectiveness of treatment methods for collapsible soils was evaluated under field conditions using six full‐scale load tests performed on 1.5 m square footings. Treatments included conventional methods such as prewetting ... -
Discussion of “<i>P‐Ultimate for Undrained Analysis of Laterally Loaded Piles</i>” by James D. Murff and Jed M. Hamilton (January, 1993, Vol. 119, No. 1)
(American Society of Civil Engineers, 1994) -
Evaluation of Soil Liquefaction by Energy Principles
(American Society of Civil Engineers, 1994)Liquefaction has been a source of major damage during severe earthquakes. During the past two decades researchers have attempted to determine the parameters that could better define the liquefaction potential of a soil ... -
Closure to “<i>P‐Ultimate for Undrained Analysis of Laterally Loaded Piles</i>” by James D. Murff and Jed M. Hamilton (January, 1993, Vol. 119, No. 1)
(American Society of Civil Engineers, 1994) -
Cyclic Axial Loading of Drilled Shafts in Cohesive Soil
(American Society of Civil Engineers, 1994)Medium‐ and large‐size model drilled shafts up to 174 mm in diameter were constructed in laboratory‐prepared cohesive soil deposits. The models were subjected to cyclic axial loading, and the resulting displacements and ... -
Discussion of “<i>Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests</i>” by B. M. Lehane, R. J. Jardine, A. J. Bond, and R. Frank (January, 1993, Vol. 119, No. 3)
(American Society of Civil Engineers, 1994) -
Influence of Horizontal Stresses on Gilgai Landforms
(American Society of Civil Engineers, 1994)Gilgai landforms are series of mounds and depressions with amplitudes that range from 7.6 to 45.7 cm (3 to 18 in.) and wavelengths that range from 4.6 to 9.1 m (15 to 30 ft). Gilgai landforms occur in soils parented from ... -
Closure to “<i>Hydraulic Conductivity of Compacted Clay Frozen and Thawed In Situ</i>” by Craig H. Benson and Majdi A. Othman (February, 1993, Vol. 119, No. 2)
(American Society of Civil Engineers, 1994)