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    Seismic Analysis of Large-Diameter Flexible Underground Pipes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): C. A. Davis; J. P. Bardet
    Publisher: American Society of Civil Engineers
    Abstract: A pseudostatic analysis method is proposed to identify the main causes of the transverse buckling of flexible circular underground structures, such as culverts and large-diameter corrugated metal pipes, during earthquakes. ...
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    Performance of San Fernando Dams during 1994 Northridge Earthquake 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 007
    Author(s): J. P. Bardet; C. A. Davis
    Publisher: American Society of Civil Engineers
    Abstract: The 1994 Northridge and 1971 San Fernando Earthquakes subjected the Lower and Upper San Fernando Dams of the Van Norman Complex in the San Fernando Valley, Calif., to strong near-source ground motions. In 1994, these earth ...
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    Performance of Two Reservoirs during 1994 Northridge Earthquake 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): C. A. Davis; J. P. Bardet
    Publisher: American Society of Civil Engineers
    Abstract: The 1994 Northridge Earthquake affected two geotechnical structures of the Van Norman Complex, the Los Angeles Reservoir (LAR) and the Power Plant Tailrace, in different ways. Both the Los Angeles Dam and North Dike of the ...
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    Water Retention and Gas Migration of Two High-Performance Concretes after Damage 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 002
    Author(s): S. M’Jahad; C. A. Davy; X. Bourbon; F. Skoczylas
    Publisher: American Society of Civil Engineers
    Abstract: In the context of long-term repository of high-level and long-lived nuclear waste, authors investigate different concrete properties related to fluid transport, in order to determine which is able to detect damage earliest. ...
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