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    Closure to “Deep Rotational Stability of Tiedback Excavations in Clay” by T. D. O'Rourke 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author(s): T. D. O'Rourke
    Publisher: American Society of Civil Engineers
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    Geotechnical Properties of Cemented Volcanic Soil 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 010
    Author(s): T. D. O'Rourke; E. Crespo
    Publisher: American Society of Civil Engineers
    Abstract: A volcaniclastic formation, known as Cangahua, found in the Andes of Ecuador and Colombia is focused on. The deposit is composed of moderately cemented fine sand and silt‐sized particles. A pronounced linear correlation ...
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    Seismic Response of Liquefaction Sites 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): J. W. Pease; T. D. O'Rourke
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on the seismic response of liquefaction sites by evaluating the transient shear strains and strong-motion characteristics at Treasure Island during the 1989 Loma Prieta earthquake (
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    Mapping Liquefiable Layer Thickness for Seismic Hazard Assessment 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): T. D. O'Rourke; J. W. Pease
    Publisher: American Society of Civil Engineers
    Abstract: Investigations of liquefaction sites, combining subsurface mapping and evaluation of liquefaction damage, are summarized for four areas in San Francisco affected by 1906 and 1989 earthquakes, where more than 950 borehole ...
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    Load-Carrying Capacity of Welded Slip Joints 

    Source: Journal of Pressure Vessel Technology:;1985:;volume( 107 ):;issue: 001:;page 36
    Author(s): M. S. Tawfik; T. D. O’Rourke
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Welded slip joints, which are used in many high-pressure water transmission pipelines, are vulnerable during earthquakes to axial compressive loads generated by ground movements. This paper analyzes ...
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    Closure to “<i>Construction Induced Movements of Insitu Walls</i>” by G. W. Clough and Thomas D. O'Rourke (June 18–21, 1990, No. 25) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): G. W. Clough; T. D. O'Rourke
    Publisher: American Society of Civil Engineers
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    Shear Strength Characteristics of Sand‐Polymer Interfaces 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): T. D. O'Rourke; S. J. Druschel; A. N. Netravali
    Publisher: American Society of Civil Engineers
    Abstract: The results are summarized for an experimental program involving over 450 direct shear tests of sand‐polymer interfaces. The interface frictional strength was found to increase with soil density and decrease with the Shore ...
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    Deep Rotational Stability of Tiedback Excavations in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): T. D. O'Rourke; C. J. O'Donnell
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the base stability of excavations in deep, relatively weak deposits of clay that are supported by earth-anchored tiebacks. Under these conditions there may be the potential for a circular sliding surface ...
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    Field Behavior of Excavation Stabilized by Deep Soil Mixing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): T. D. O'Rourke; C. J. O'Donnell
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the performance of a tiedback excavation with a soil mixed wall in Boston where underlying marine clay was stabilized by deep soil mixing (DSM) and jet grouting. Lateral and vertical soil displacements, ...
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    Lessons Learned for Ground Movements and Soil Stabilization from the Boston Central Artery 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): T. D. O’Rourke; A. J. McGinn
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes lessons learned about soil stabilization with the deep mixing method (DMM) as it was developed and applied over 10 years during construction of the Boston Central Artery and Tunnel (CA/T). It also ...
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