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    Closure to “<i>Strain Compatibility Analysis for Geosynthetics Reinforced Soil Walls</i>” by I. Juran, H. M. Ider and K. Farrag (February, 1990, Vol. 116, No. 2) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): I. Juran
    Publisher: American Society of Civil Engineers
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    Laboratory Model Study on Geosynthetic Reinforced Soil Retaining Walls 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author(s): I. Juran; B. Christopher
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced soil technologies have been extensively used during the past few decades in the construction of embankments and retaining walls. A large variety of reinforcing materials emerged and have been developed for ...
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    Settlement Response of Soft Soils Reinforced by Compacted Sand Columns 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): I. Juran; A. Guermazi
    Publisher: American Society of Civil Engineers
    Abstract: Stone/compacted sand columns is a technique of soil reinforcement that is frequently implemented in soft cohesive soils to increase the bearing capacity of the foundation soil, to reduce the settlement, and to accelerate ...
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    Closure to “<i>Laboratory Model Study on Geosynthetic Reinforced Soil Retaining Walls</i>” by I. Juran and B. Christopher (July, 1989, Vol. 115, No. 7) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): I. Juran; B. Christopher
    Publisher: American Society of Civil Engineers
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    Theory and Practice of Projectile's Penetration in Soils 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author(s): Yu. Boguslavskii; S. Drabkin; I. Juran; A. Salman
    Publisher: American Society of Civil Engineers
    Abstract: Experimental studies of soil penetration by low-velocity projectiles stimulated the development of theoretical modeling of the phenomena. We developed a model of vertical penetration of granular soils verified by known ...
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