Journal of Geotechnical and Geoenvironmental Engineering
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April 2003
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Volume 129, Issue 4, pp. 287-389
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TECHNICAL PAPERS

Assessment of Current Load Factors for Use in Geotechnical Load and Resistance Factor Design

B. Scott, B. J. Kim, and R. Salgado

pp. 287-295

Abstract Full Text:  PDF

Behavior of Open- and Closed-Ended Piles Driven Into Sands

Kyuho Paik, Rodrigo Salgado, Junhwan Lee, and Bumjoo Kim

pp. 296-306

Abstract Full Text:  PDF

Time for Development of Internal Erosion and Piping in Embankment Dams

Robin Fell, Chi Fai Wan, John Cyganiewicz, and Mark Foster

pp. 307-314

Abstract Full Text:  PDF

Liquefaction Potential Index: Field Assessment

Selcuk Toprak and Thomas L. Holzer

pp. 315-322

Abstract Full Text:  PDF

Kinematic Soil-Structure Interaction from Strong Motion Recordings

Seunghyun Kim and Jonathan P. Stewart

pp. 323-335

Abstract Full Text:  PDF

Fully Coupled Analysis of Failure and Remediation of Lower San Fernando Dam

H. Y. Ming and X. S. Li

pp. 336-349

Abstract Full Text:  PDF

Effects of Consolidation History on Critical State of Sand

Richard J. Finno and Amy L. Rechenmacher

pp. 350-360

Abstract Full Text:  PDF

Pullout Behavior of Geogrid by Test and Numerical Analysis

M. Sugimoto and A. M. N. Alagiyawanna

pp. 361-371

Abstract Full Text:  PDF

Composite Compressibility Model for Municipal Solid Waste

Afonso Celso Moruzzi Marques, George M. Filz, and Orencio Monje Vilar

pp. 372-378

Abstract Full Text:  PDF
TECHNICAL NOTES

Physical Properties of Plywood and Waferboard as Pile Cushion Materials

Kevin C. Womack, Aaron M. Whitaker , Joseph A. Caliendo, George G. Goble, and Marvin W. Halling

pp. 379-382

Abstract Full Text:  PDF

Pile Response Adjacent to Braced Excavation

A. T. C. Goh, K. S. Wong, C. I. Teh, and D. Wen

pp. 383-386

Abstract Full Text:  PDF
DISCUSSIONS AND CLOSURES

Discussion of "Effects of Nonplastic Fines on the Liquefaction Resistance of Sands" by Carmine P. Polito and James R. Martin II

V. C. Xenaki and G. A. Athanasopoulos

pp. 387-389

Abstract Full Text:  PDF
 
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