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    Discussion of “<i>Uncertainly in Bearing Capacity of Sands</i>” by Thomas S. Ingra and Gregory B. Baecher (July, 1983) 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author(s): Emilio Rosenblueth; Mario Chávez
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Automated Surface Wave Method: Inversion Technique</i>” by Deren Yuan and Soheil Nazarian (July, 1993, Vol. 119, No. 7) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): Sergio Chávez‐Pérez
    Publisher: American Society of Civil Engineers
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    Global Modes of Sea Surface Temperature Variability in Relation to Regional Climate Indices 

    Source: Journal of Climate:;2011:;volume( 024 ):;issue: 016:;page 4314
    Author(s): Messié, Monique; Chavez, Francisco
    Publisher: American Meteorological Society
    Abstract: century-long EOF analysis of global sea surface temperature (SST) was carried out and the first six modes, independent by construction, were found to be associated with well-known regional climate phenomena: the El ...
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    Discussion and Closure: Urban Knowledge Parks and Economic and Social Development Strategies 

    Source: Journal of Urban Planning and Development:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Richard G. Chavez; George Bugliarello
    Publisher: American Society of Civil Engineers
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    Infrastructure Planning and Sustainable Development 

    Source: Journal of Urban Planning and Development:;1998:;Volume ( 124 ):;issue: 003
    Author(s): Richard G. Chavez; Joseph Browder
    Publisher: American Society of Civil Engineers
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    Igrid—Computer‐Aided Roadway Design and Drafting System 

    Source: Journal of Transportation Engineering, Part A: Systems:;1990:;Volume ( 116 ):;issue: 006
    Author(s): William L. Crawford; Agustin Chavez
    Publisher: American Society of Civil Engineers
    Abstract: The Texas State Department of Highways and Public Transportation uses the Interactive Graphics roadway design system (IGrds), an AASHTOWARE product of the American Association of State Highway and Transportation Officials ...
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    Characterization of Strain Fields Around Weld Defects 

    Source: Journal of Engineering Materials and Technology:;1987:;volume( 109 ):;issue: 003:;page 226
    Author(s): S. A. Chavez; V. A. Deason
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Moire interferometry is used as an alternate technique to resistance strain gages in finding full-field, local strain response of weldments to applied loads. The principles of moire interferometry ...
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    The Simulation of Sliding Wear by Cyclic Plastic Deformation Under Combined Stresses 

    Source: Journal of Engineering Materials and Technology:;1984:;volume( 106 ):;issue: 003:;page 248
    Author(s): R. Glardon; S. Chavez; I. Finnie
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A mechanical test which is believed to simulate the conditions occurring in sliding wear is described. It involves the cyclic plastic deformation of metals under combined compression and shear. ...
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    Experimentally Measured Effects of Incidence Angle on the Adiabatic and Overall Effectiveness of a Fully Cooled Turbine Airfoil With Shaped Showerhead Holes 

    Source: Journal of Turbomachinery:;2017:;volume( 139 ):;issue: 009:;page 91007
    Author(s): Chavez, Kyle; Slavens, Thomas N.; Bogard, David
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Manufacturing and assembly variation can lead to shifts in the inlet flow incidence angles of a rotating turbine airfoil row. Understanding the sensitivity of the adiabatic film cooling effectiveness to a range of inlet ...
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    Modeling the Behavior of Expansive Soils Using Effective Stresses 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): E. Rojas; O. Chávez; H. Arroyo
    Publisher: American Society of Civil Engineers
    Abstract: In the past 15 years, different researches have shown that the effective-stress approach represents a simple and precise way to generate fully coupled constitutive models for unsaturated soils. This is so because the ...
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