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    Closure to “Working Stress Design Method for Reinforced Soil Walls” by Mauricio Ehrlich and James K. Mitchell 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 011
    Author(s): Mauricio Ehrlich; James K. Mitchell
    Publisher: American Society of Civil Engineers
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    Working Stress Design Method for Reinforced Soil Walls 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Mauricio Ehrlich; James K. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: A method for the internal design of reinforced soil walls based on working stresses is developed and evaluated using measurements from five full‐scale structures containing a range of reinforcement types. It is shown that, ...
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    Column Test Studies of Ochre Biofilm Formation in Geotextile Filters 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Marcos Barreto de Mendonca; Maurício Ehrlich
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study of ochre formation in geotextile filters. Ochre is a substance found sticking to solid surfaces of drainage systems that may cause clogging. The accumulation of such materials in a drainage ...
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    Embankments over Soft Clay Deposits: Contribution of Basal Reinforcement and Surface Sand Layer to Stability 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Henrique Magnani Oliveira; Mauricio Ehrlich; Marcio S. S. Almeida
    Publisher: American Society of Civil Engineers
    Abstract: This paper evaluates the significance of basal reinforcement and the presence of the surface sand layer in the stability. This evaluation is carried out by means of field measurements and stability analyses of three test ...
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    Discussion: Collapse of Saturated Soil Due to Reduction in Confinement 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Olavo F. Santos, Jr; Willy A. Lacerda; Mauricio Ehrlich
    Publisher: American Society of Civil Engineers
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    Performance of Geosynthetic Reinforced Slopes at Failure 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Dov Leshchinsky; Bruno T. Dantas; Mauricio Ehrlich; Jorge G. Zornberg; Nicholas Sitar; James K. Mitchell
    Publisher: American Society of Civil Engineers
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    Limit Equilibrium as Basis for Design of Geosynthetic Reinforced Slopes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Mauricio Ehrlich; Bruno T. Dantas; Jorge G. Zornberg; Nicholas Sitar; James K. Mitchell
    Publisher: American Society of Civil Engineers
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