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    Shear Strength Parameters of Municipal Solid Waste with Leachate Recirculation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): M. A. Gabr; M. S. Hossain; M. A. Barlaz
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study was to characterize relative changes in waste shear strength parameters during waste decomposition. Twelve direct shear tests (
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    Relationship of Compressibility Parameters to Municipal Solid Waste Decomposition 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): M. S. Hossain; M. A. Gabr; M. A. Barlaz
    Publisher: American Society of Civil Engineers
    Abstract: Recently, there has been substantial interest in the enhancement of refuse decomposition in landfills, which results in increased settlement. In this paper, changes in waste compressibility as a function of the state of ...
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    Cyclic Capacity and Diving Potential of Novel Fish Anchor in Calcareous Silt 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author(s): K. Chang; M. S. Hossain; Y. H. Kim; D. Wang
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the performance of a novel dynamically installed fish anchor under cyclic operational loading in calcareous silt. The investigation was carried out through a series of centrifuge model tests. The results ...
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    Performance of a Novel Dynamically Installed Fish Anchor in Calcareous Silt 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): K. Chang; M. S. Hossain; D. Wang; Y. H. Kim
    Publisher: American Society of Civil Engineers
    Abstract: Diving upon pullout of an installed anchor leads to an increase in embedment depth and, hence, capacity under operational loadings. It is particularly critical for dynamically installed anchors (DIAs) in calcareous sediments ...
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    Performance of a Novel Dynamically Installed Fish Anchor in Calcareous Silt 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume (0145):;issue:006
    Author(s): K. Chang;M. S. Hossain;D. Wang;Y. H. Kim
    Publisher: American Society of Civil Engineers
    Abstract: Diving upon pullout of an installed anchor leads to an increase in embedment depth and, hence, capacity under operational loadings. It is particularly critical for dynamically installed anchors (DIAs) in calcareous sediments ...
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    Effect of Saline Water on Decomposition and Landfill Gas Generation of Municipal Solid Waste 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2014:;Volume ( 018 ):;issue: 002
    Author(s): M. S. Hossain; Y. S. Sivanesan; S. Samir; L. Mikolajczyk
    Publisher: American Society of Civil Engineers
    Abstract: The fundamental process involved in the operation of bioreactor landfills is the addition of water and/or the recirculation of leachate into the landfill’s waste mass for rapid waste stabilization, waste decomposition, and ...
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    Insight into the Behavior of a Caisson Anchor under Cyclic Loading in Calcareous Silt 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 007:;page 04022047
    Author(s): M. A. Mohiuddin; M. S. Hossain; Y. H. Kim; Y. Hu; S. N. Ullah
    Publisher: ASCE
    Abstract: This paper provides insight into the behavior of a stiffened caisson anchor under inclined cyclic loading in calcareous silt. A series of tests was conducted in a beam centrifuge. A monotonic test was first performed, ...
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    A Simple Breakage Model for Calcareous Sand and Its FE Implementation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022065
    Author(s): L. Cheng; M. S. Hossain; Y. Hu; Y. H. Kim; S. N. Ullah
    Publisher: ASCE
    Abstract: This paper reports the development of a particle breakage model within a finite-element (FE) framework based on the modified Mohr–Coulomb model (MMC). A modified form of the strength-dilatancy relationship is used to ...
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    Measurement of Residual Stresses in a Type 316H Stainless Steel Offset Repair in a Pipe Girth Weld 

    Source: Journal of Pressure Vessel Technology:;2006:;volume( 128 ):;issue: 003:;page 420
    Author(s): S. Hossain; P. J. Bouchard; C. E. Truman; D. J. Smith
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents measurements of the in-plane residual stress components through the wall of a 218mm long, 26mm deep repair weld, offset by 7mm from the centerline of a girth weld joining ...
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    Measurement and Prediction of the Residual Stress Field Generated by Side-Punching 

    Source: Journal of Engineering Materials and Technology:;2006:;volume( 128 ):;issue: 003:;page 451
    Author(s): A. H. Mahmoudi; D. Stefanescu; S. Hossain; P. J. Withers; C. E. Truman; D. J. Smith
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Side-punching is proposed as a method of introducing a well-defined residual stress field into a laboratory-sized test specimen. Such a specimen may subsequently be used to assess the influence ...
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