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    Discussion of “<i>Repetitive Load Deformation of Cohesionless Soil</i>” by Vishnu A. Diyaljee and Gerald P. Raymond (October, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): W. O. Yandell; I. K. Lee
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Geometric Characterization of Road Humps for Speed‐Control Design</i>” by T. F. Fwa and L. S. Tan (July/August, 1992, Vol. 118, No. 4) 

    Source: Journal of Transportation Engineering, Part A: Systems:;1994:;Volume ( 120 ):;issue: 003
    Author(s): I. K. Lee; K. S. Li
    Publisher: American Society of Civil Engineers
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    Strain‐Softening Behavior of Granular Soil in Strain‐Path Testing 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): J. Chu; S.‐C. R. Lo; I. K. Lee
    Publisher: American Society of Civil Engineers
    Abstract: 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 ...
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    Instability of Granular Soils under Strain Path Testing 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): J. Chu; S. ‐C. R. Lo; I. K. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Recent experimental studies revealed that when the drainage condition of loose sand is switched from drained to undrained it can manifest runaway instability prior to attaining the failure stress state. To study this type ...
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