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    Foundation Isolation for Seismic Protection Using a Smooth Synthetic Liner 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author(s): M. K. Yegian; U. Kadakal
    Publisher: American Society of Civil Engineers
    Abstract: Smooth synthetic materials placed underneath foundations of structures can provide seismic protection by absorbing energy through sliding. Cyclic and shaking table tests were conducted on a variety of synthetic interfaces ...
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    Soil Isolation for Seismic Protection Using a Smooth Synthetic Liner 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author(s): M. K. Yegian; M. Catan
    Publisher: American Society of Civil Engineers
    Abstract: A synthetic liner consisting of a nonwoven geotextile over an ultrahigh molecular weight polyethylene, geotextile/UHMWPE, placed within a soil profile can dissipate seismic energy transmitted to the overlying soil layer ...
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    Discussion of “<i>Kettleman Hills Waste Landfill Slope Failure. I: Liner‐System Properties</i>” by James K. Mitchell, Raymond B. Seed, and H. Bolton Seed (April, 1990, Vol. 116, No. 4) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): M. K. Yegian; A. M. Lahlaf
    Publisher: American Society of Civil Engineers
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    Dynamic Interface Shear Strength Properties of Geomembranes and Geotextiles 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): M. K. Yegian; A. M. Lahlaf
    Publisher: American Society of Civil Engineers
    Abstract: Shaking‐table tests to measure the dynamic interface shear strength properties between geotextiles and geomembranes were performed and the results are reported. It was observed that there is a limited shear stress, hence ...
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    Closure to “<i>Dynamic Interface Shear Strength Properties of Geomembranes and Geotextiles</i>” by M. K. Yegian and A. M. Lahlaf (May 1992, Vol. 118, No. 5) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): M. K. Yegian; A. M. Lahlaf
    Publisher: American Society of Civil Engineers
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    Earthquake‐Induced Permanent Deformations: Probabilistic Approach 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): M. K. Yegian; E. A. Marciano; V. G. Ghahraman
    Publisher: American Society of Civil Engineers
    Abstract: A simple procedure for estimating earthquake‐induced permanent deformations of earth dams, embankments and slopes is presented. The analytical model is based on computed permanent deformations obtained by using Newmark's ...
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    Seismic Risk Analysis for Earth Dams 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): M. K. Yegian; E. A. Marciano; V. G. Ghahraman
    Publisher: American Society of Civil Engineers
    Abstract: There are many sources of uncertainty involved in seismic safety evaluation of an embankment or an earth dam. Even when conservative assumptions and selections of parameters are made, there will always be a probability ...
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    Closure to “<i>Earthquake‐Induced Permanent Deformations: Probabilistic Approach</i>” by M. K. Yegian, E. A. Marciano, and V. G. Ghahraman (January, 1991, Vol. 117, No. 1) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 006
    Author(s): M. K. Yegian; E. A. Marciano; V. G. Ghahraman
    Publisher: American Society of Civil Engineers
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    Dynamic Response Analysis Procedure for Landfills with Geosynthetic Liners 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): M. K. Yegian; J. N. Harb; U. Kadakal
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic response of geosynthetic interfaces commonly encountered in municipal solid waste landfills were investigated using a shaking table facility. The force-slip relationships for the tested interfaces showed almost ...
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    Induced-Partial Saturation for Liquefaction Mitigation: Experimental Investigation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): M. K. Yegian; E. Eseller-Bayat; A. Alshawabkeh; S. Ali
    Publisher: American Society of Civil Engineers
    Abstract: The technical feasibility of a new liquefaction mitigation technique is investigated by introducing small amounts of gas/air into liquefaction-susceptible soils. To explore this potential beneficial effect, partially ...
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