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    Slip Resistance Behavior of Coal Tar–Coated Steel Pipelines Buried in Clayey and Sandy Backfills from Ground Movement 

    Source: Journal of Pipeline Systems Engineering and Practice:;2020:;Volume ( 011 ):;issue: 003
    Author(s): Gennaro Marino; Abdolreza Osouli
    Publisher: ASCE
    Abstract: Slip resistance of soil on buried pipelines develops from movement caused by faults, subsidence, and landslides. In areas with underground mining where subsidence is projected at the ground surface, pipelines crossing the ...
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    Interplay between Field Measurements and Soil Behavior for Capturing Supported Excavation Response 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Abdolreza Osouli; Youssef M. A. Hashash; Hwayeon Song
    Publisher: American Society of Civil Engineers
    Abstract: Instruments are installed during the construction of urban excavations to monitor ground response at discrete locations to various construction activities, to verify design assumptions and to effectively apply the observational ...
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    Utilization of Historical Subsidence Data for Prediction of Adverse Subsidence Conditions over Trona Mine 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 002
    Author(s): Gennaro Marino; Abdolreza Osouli; Mohamed Elgendy; Mazdak Karimpour
    Publisher: American Society of Civil Engineers
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    Central Artery/Tunnel Project Excavation Induced Ground Deformations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Youssef M. A. Hashash; Abdolreza Osouli; Camilo Marulanda
    Publisher: American Society of Civil Engineers
    Abstract: Estimate of deformations around urban excavations is a primary concern for designers, contractors, owners, and potentially affected third parties. Significant efforts have gone into the development of empirically based ...
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    Settlement Evaluation of Soft Soil Improved by Floating Soil Cement Column 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 001
    Author(s): Khairun Nissa Mat Said; Ahmad Safuan A Rashid; Abdolreza Osouli; Nima Latifi; Nor Zurairahetty Mohd Yunus; Abideen Adekunle Ganiyu
    Publisher: American Society of Civil Engineers
    Abstract: This study focuses on the settlement of soft soil improved by floating soil cement columns in a small-scale physical test. The effect of area improvement ratio (ap) and column height (Hc) on the improved ground under design ...
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