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    Three-Dimensional Expansion of the Terzaghi Arching Formula Considering Inclined Sliding Surfaces and Examination of Its Effects 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 007
    Author(s): Moorak Son
    Publisher: American Society of Civil Engineers
    Abstract: Terzaghi proposed a two-dimensional (2D) formula for arching based on the assumption of a vertical sliding surface induced in the upper part of soil mass attributable to the downward movement of a trapdoor. This study ...
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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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