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    Modeling Essential Elastoplastic Features of Compacted Silty Sand via Suction-Controlled Triaxial Testing 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): Ujwalkumar D. Patil; Laureano R. Hoyos; Anand J. Puppala
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results from a comprehensive series of suction-controlled, consolidated drained (CD) triaxial tests, conducted on statically compacted specimens of unsaturated silty sand, are presented. The experimental program ...
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    Crack Tip Fields in a Single Edge Notched Aluminum Single Crystal Specimen 

    Source: Journal of Engineering Materials and Technology:;2008:;volume( 130 ):;issue: 002:;page 21013
    Author(s): Swapnil D. Patil; P. Biswas; R. K. Mishra; R. Narasimhan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We report a combined experimental and computational study of a low constraint aluminum single crystal fracture geometry and investigate the near-tip stress and strain fields. To this end, a ...
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    Effect of Red Mud and Palm Oil Fuel Ash as Cement Replacement on the Properties of PET Resin-Modified MMA Polymer Concrete at Elevated Temperatures 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001:;page 04023488-1
    Author(s): Bhagyashri Sarde; Yogesh D. Patil; Bharat Dholakiya; Vaibhav Pawar
    Publisher: ASCE
    Abstract: The mechanical and durability properties of polyethylene terephthalate (PET) modified methyl methacrylate (MMA) polymer concrete (PC) composite based on industrial waste (palm oil fuel ash and red mud) were investigated ...
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    Suction Stress Characteristic Curves of Cohesive-Frictional Soils from Multiple Suction-Controlled Testing Methods 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author(s): Ujwalkumar D. Patil; Laureano R. Hoyos; Anand J. Puppala; Surya Sarat Chandra Congress
    Publisher: ASCE
    Abstract: In most geotechnical construction works, compacted soils of cohesive-frictional nature are expected to remain mostly under partially saturated conditions and hence experience continuous changes in the suction state (negative ...
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    Vibration Control of a Pipeline Structure Using Pounding Tuned Mass Damper 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 006
    Author(s): G. B. Song; P. Zhang; L. Y. Li; M. Singla; D. Patil; H. N. Li; Y. L. Mo
    Publisher: American Society of Civil Engineers
    Abstract: Pipeline structures are often very flexible and susceptible to vibrations induced by many sources, such as vortex, external flow, and internal fluid flow. The pounding tuned mass damper (PTMD) is one device that may be ...
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