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    Responses of Buildings with Different Structural Types to Excavation-Induced Ground Settlements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author(s): Moorak Son; Edward J. Cording
    Publisher: American Society of Civil Engineers
    Abstract: This paper compares the responses of buildings with different structural types on shallow foundations subjected to excavation-induced ground settlements and provides a better understanding of the complex soil-structure ...
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    Evaluation of Building Stiffness for Building Response Analysis to Excavation-Induced Ground Movements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Moorak Son; Edward J. Cording
    Publisher: American Society of Civil Engineers
    Abstract: A major element in the design and construction of tunnels and braced excavations in urban areas is the control of ground movements and protection of adjacent or overlying structures, which are often constructed with masonry ...
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    Estimation of Building Damage Due to Excavation-Induced Ground Movements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Moorak Son; Edward J. Cording
    Publisher: American Society of Civil Engineers
    Abstract: Building damage due to excavation-induced ground movement is evaluated using a damage criterion based on the average state of strain in the distorting portion of the structure, and by considering the effect of building ...
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    Building Response to Excavation‐Induced Settlement 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author(s): Marco D. Boscardin; Edward J. Cording
    Publisher: American Society of Civil Engineers
    Abstract: Analytic models and field data are used to develop procedures to evaluate the tolerance of brick‐bearing‐wall and small frame structures to the ground displacements that develop during opencutting and tunneling. The role ...
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    Soil Tunnel Test Section: Case History Summary 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 011
    Author(s): William H. Hansmire; Edward J. Cording
    Publisher: American Society of Civil Engineers
    Abstract: The strong influence of construction procedures was demonstrated by comprehensive field measurements of initial fining behavior and of ground movements for a soil tunnel. Plowing movements for the first tunnel shield created ...
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    Closure to “<i>Building Response to Excavation‐Induced Settlement</i>” by Marco D. Boscardin and Edward J. Cording (January, 1989, Vol. 115, No. 1) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Marco D. Boscardin; Edward J. Cording
    Publisher: American Society of Civil Engineers
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    Predicting RC Frame Response to Excavation-Induced Settlement 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Debra F. Laefer; Seyit Ceribasi; James H. Long; Edward J. Cording
    Publisher: American Society of Civil Engineers
    Abstract: In many tunneling and excavation projects, free-field vertical ground movements have been used to predict subsidence, and empirical limits have been employed to evaluate risk. Validity of such approaches is largely unknown ...
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    Temperature Correction and Strut Loads in Central Artery Excavations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): Youssef M. A. Hashash; Camilo Marulanda; Kyle A. Kershaw; Edward J. Cording; David L. Druss; Dan J. Bobrow; Prabir K. Das
    Publisher: American Society of Civil Engineers
    Abstract: Braced excavations for the Central Artery/Tunnel project in Boston, Mass. include several instrumented sections for monitoring excavation and ground response to soil removal and strut installation. Strain in the struts is ...
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