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    Closure to “Consolidation and Permeability Properties of Singapore Marine Clay” by J. Chu, Myint Win Bo, M. F. Chang, and V. Choa 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): J. Chu; Myint Win Bo; M. F. Chang; V. Choa
    Publisher: American Society of Civil Engineers
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    Consolidation and Permeability Properties of Singapore Marine Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 009
    Author(s): J. Chu; Myint Win Bo; M. F. Chang; V. Choa
    Publisher: American Society of Civil Engineers
    Abstract: The consolidation and permeability characteristics of the Singapore marine clay were investigated by laboratory and in situ tests. The coefficient of consolidation and the coefficient of permeability of the soil in both ...
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    Strength Development and Microfabric Structure of Construction and Demolition Aggregates Stabilized with Fly Ash–Based Geopolymers 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 011
    Author(s): Alireza Mohammadinia; Arul Arulrajah; Jay Sanjayan; Mahdi M. Disfani; Myint Win Bo; Stephen Darmawan
    Publisher: American Society of Civil Engineers
    Abstract: The reuse of recycled construction and demolition (C&D) aggregates in civil engineering infrastructure applications has been considered a low-carbon solution to replace conventional pavement aggregates. Evaluating the ...
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    Densification of Land Reclamation Sands by Deep Vibratory Compaction Techniques 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author(s): Myint Win Bo; Arul Arulrajah; Suksun Horpibulsuk; Melvyn Leong; Mahdi Miri Disfani
    Publisher: American Society of Civil Engineers
    Abstract: Loose granular sand deposits formed during the land reclamation process are vulnerable to liquefaction upon imparting seismic forces. These loose granular sand fills could encounter bearing failures or compress beyond ...
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    Stabilization of Demolition Materials for Pavement Base/Subbase Applications Using Fly Ash and Slag Geopolymers: Laboratory Investigation 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    Author(s): Alireza Mohammadinia; Arul Arulrajah; Jay Sanjayan; Mahdi M. Disfani; Myint Win Bo; Stephen Darmawan
    Publisher: American Society of Civil Engineers
    Abstract: The use of recycled construction and demolition (C&D) materials in unbound and cement stabilized pavement base/subbase applications has generated growing interest in recent years. C&D materials consisting of crushed brick ...
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    Laboratory Evaluation of the Use of Cement-Treated Construction and Demolition Materials in Pavement Base and Subbase Applications 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 006
    Author(s): Alireza Mohammadinia; Arul Arulrajah; Jay Sanjayan; Mahdi M. Disfani; Myint Win Bo; Stephen Darmawan
    Publisher: American Society of Civil Engineers
    Abstract: Construction and demolition (C&D) materials constitute a major proportion of waste materials present in landfills worldwide. With the scarcity of high-quality quarry aggregates, alternative materials, such as C&D materials, ...
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    Stabilization of Demolition Materials for Pavement Base/Subbase Applications Using Fly Ash and Slag Geopolymers: Laboratory Investigation 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    Author(s): Alireza Mohammadinia; Arul Arulrajah; Jay Sanjayan; Mahdi M. Disfani; Myint Win Bo; Stephen Darmawan
    Publisher: American Society of Civil Engineers
    Abstract: The use of recycled construction and demolition (C&D) materials in unbound and cement stabilized pavement base/subbase applications has generated growing interest in recent years. C&D materials consisting of crushed ...
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    Hybrid Formulation of Resilient Modulus for Cohesive Subgrade Soils Utilizing CPT Test Parameters 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 009
    Author(s): Behnam Ghorbani; Arul Arulrajah; Guillermo Narsilio; Suksun Horpibulsuk; Myint Win Bo
    Publisher: ASCE
    Abstract: In the present study, a novel model is introduced for the prediction of a resilient modulus (MR) of cohesive subgrade soils considering cone-penetration test parameters to establish correlations with the MR. A reliable ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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