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2020-07
Long-Term Stability of High-Speed Railway Geosynthetic Reinforced Pile-Supported Embankment Subjected to Traffic Loading Considering Arching Effect

Transportation Research Record: Journal of the Transportation Research Board, Volume 2674, Issue 7, pp 596-607

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2013
Reliability-Based Design for Slope Stabilization Using Drilled Shafts

Transportation Research Board 92nd Annual Meeting, 16p

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2010
Analysis Method for Drilled Shaft–Stabilized Slopes Using Arching Concept

Transportation Research Record: Journal of the Transportation Research Board, Issue 2186, pp 38-46

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2007
Soil–Structure Interaction and Imperfect Trench Installations for Deeply Buried Corrugated Polyvinyl Chloride Pipes

Transportation Research Record: Journal of the Transportation Research Board, Issue 2028, pp 192-202

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2006
Influence of Static Surface Stress on Flexible Pipes Buried in Sand

Transportation Research Board 85th Annual Meeting, 19p

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2003
SOIL ARCHING OVER DEEPLY BURIED THERMOPLASTIC PIPE (WITH DISCUSSION AND CLOSURE)

Transportation Research Record, Issue 1849, p. 109-123

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1995
THREE-DIMENSIONAL RESPONSE OF DEEPLY BURIED PROFILED POLYETHYLENE PIPE

Transportation Research Record, Issue 1514, p. 49-58

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1991
NEW METHOD OF TIME-DEPENDENT ANALYSIS FOR INTERACTION OF SOIL AND LARGE-DIAMETER FLEXIBLE PIPE

Transportation Research Record, Issue 1315, p. 58-66

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1989
POLYETHYLENE PIPE UNDER HIGH FILL

Transportation Research Record, Issue 1231, p. 88-95

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1968
THE INFLUENCE OF SOIL MODULUS ON THE BEHAVIOR OF CYLINDERS IN SAND

Highway Research Record, Issue 249, pp 1-13

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1967
SOIL STRUCTURE ARCHING ANALYSIS OF BURIED FLEXIBLE STRUCTURES

Highway Research Record, Issue 185, pp 36-50

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1958
REVIEW OF USES OF VERTICAL SAND DRAINS

Highway Research Board Bulletin, Issue 173, 15p

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