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    Closure to “Analysis of Deep Moisture Barriers in Expansive Soils. II: Water Flow Formulation and Implementation” by Eduardo Rojas, Miguel P. Romo, Paul Garnica, and Refugio Cervantes 

    Source: International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 002
    Author(s): Eduardo Rojas; Miguel P. Romo; Refugio Cervantes
    Publisher: American Society of Civil Engineers
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    Behavior of Friction Piles in Mexico City Clay 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Alberto Jaime; Miguel P. Romo; Daniel Reséndiz
    Publisher: American Society of Civil Engineers
    Abstract: Results of cyclic‐ and quasi‐static load tests carried out on concrete piles driven in Mexico City clay shed light on significant features of the behavior of floating piles under earthquake‐like conditions. The maximum ...
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    Analysis of Deep Moisture Barriers in Expansive Soils. I: Constitutive Model Formulation 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 005
    Author(s): Eduardo Rojas; Miguel P. Romo; Refugio Cervantes
    Publisher: American Society of Civil Engineers
    Abstract: Expansive soils cause important economical losses in many arid or semiarid countries in the world. Considering the large economic impact, relatively few efforts have been devoted to develop analytical methods that may help ...
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    Closure to “Analysis of Deep Moisture Barriers in Expansive Soils. I: Constitutive Model Formulation” by Eduardo Rojas, Miguel P. Romo, and Refugio Cervantes 

    Source: International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 002
    Author(s): Eduardo Rojas; Miguel P. Romo; Refugio Cervantes
    Publisher: American Society of Civil Engineers
    Request PDF

    Analysis of Deep Moisture Barriers in Expansive Soils. II: Water Flow Formulation and Implementation 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 005
    Author(s): Eduardo Rojas; Miguel P. Romo; Paul Garnica; Refugio Cervantes
    Publisher: American Society of Civil Engineers
    Abstract: Several alternatives have been proposed to prevent damage to civil infrastructure founded on expansive soils. For example, deep moisture barriers have been used in highways and buildings. However, in some cases, the protected ...
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    Recurrent and Constructive‐Algorithm Networks For Sand Behavior Modeling 

    Source: International Journal of Geomechanics:;2001:;Volume ( 001 ):;issue: 004
    Author(s): Miguel P. Romo; Silvia R. García; Manuel J. Mendoza; Victor Taboada‐Urtuzuástegui
    Publisher: American Society of Civil Engineers
    Abstract: This article presents and discusses various aspects regarding the modeling of the behavior of a coarse granular material using Recurrent Neural Networks (RNNs) and Constructive Algorithms (CAs). A series of undrained ...
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