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    Generalized Beam Element on Two‐Parameter Elastic Foundation 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Meshack Chiwanga; A. J. Valsangkar
    Publisher: American Society of Civil Engineers
    Abstract: A stiffness matrix and nodal load vector of a beam element on a two‐parameter elastic foundation is developed for concentrated loads, concentrated moments, and linearly distributed forces. The formulation is based on the ...
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    Explicit Frequency-Dependent Equations for Vertical Vibration of Piles 

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 002
    Author(s): Campbell Bryden; Kaveh Arjomandi; Arun Valsangkar
    Publisher: American Society of Civil Engineers
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    Earth Pressure Reduction System Using Geogrid-Reinforced Platform Bridging for Buried Utilities 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): Hany El Naggar; Alper Turan; Arun Valsangkar
    Publisher: American Society of Civil Engineers
    Abstract: Construction of new highway embankments in urban areas often requires building over existing underground utilities and lifelines. Embankments constructed over such utilities often induce substantial additional earth pressures ...
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    Stresses from Loads over Rectangular Areas 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 010
    Author(s): D. M. A. Vitone; A. J. Valsangkar
    Publisher: American Society of Civil Engineers
    Abstract: The fundamental solution for the stresses induced in a semi-infinite isotropic homogeneous elastic medium by a concentrated point load applied normally to its plane surface is extended to an optimally designed rectangular ...
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    Torsional Resistance of Single Pile in Layered Soil 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): R. A. G. Hache; A. J. Valsangkar
    Publisher: American Society of Civil Engineers
    Abstract: Analysis and mathematical solutions are presented for a torsionally loaded pile embedded in two-layered soil deposit assuming elastic behavior. Soil shear modulus is assumed to be constant in each layer or to vary linearly ...
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    Soil-Structure Interaction of Very Flexible Pipes: Centrifuge and Numerical Investigations 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
    Author(s): Peter; Bryden; Hany; El Naggar; Arun; Valsangkar
    Publisher: American Society of Civil Engineers
    Abstract: The unprecedented increasing cost of steel coupled with the superior mechanical and anticorrosion properties of fiber-reinforced plastic (FRP) creates a huge opportunity for FRP pipes to take the market share of steel and ...
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    Dynamic Axial Response of Tapered Piles Including Material Damping 

    Source: Practice Periodical on Structural Design and Construction:;2020:;Volume ( 025 ):;issue: 002
    Author(s): Campbell Bryden; Kaveh Arjomandi; Arun Valsangkar
    Publisher: ASCE
    Abstract: Tapered piles are used in place of cylindrical piles for their improved geotechnical performance. When tapered piles are subjected to axial dynamic loading, as is the case with machine foundations, an appropriate theoretical ...
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    Compressibility and Shear Strength Properties of Tire-Derived Aggregate Mixed with Lightweight Aggregate 

    Source: Journal of Pipeline Systems Engineering and Practice:;2019:;Volume ( 010 ):;issue: 001
    Author(s): Jeff Sparkes; Hany El Naggar; Arun Valsangkar
    Publisher: American Society of Civil Engineers
    Abstract: Lightweight materials such as expanded shale/clay/slate or tufts and slag are used in the construction of rigid culverts to mitigate high earth loads and settlements. However, the cost of using lightweight aggregate can ...
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    Modified Elastic Parameters for the Dynamic Axial Impedance of Driven Piles 

    Source: Practice Periodical on Structural Design and Construction:;2018:;Volume ( 023 ):;issue: 004
    Author(s): Bryden Campbell;Arjomandi Kaveh;Valsangkar Arun
    Publisher: American Society of Civil Engineers
    Abstract: Experimental investigations reported in the literature have shown that pile foundations exhibit nonlinear behavior when subject to dynamic axial service loads. The nonlinear characteristics are attributed to soil remolding, ...
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    Dynamic Axial Stiffness and Damping Parameters of Tapered Piles 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    Author(s): Bryden Campbell;Arjomandi Kaveh;Valsangkar Arun
    Publisher: American Society of Civil Engineers
    Abstract: The theoretical models currently reported in the literature idealize a uniformly tapered pile as a step-tapered pile to facilitate dynamic analysis. The step-taper idealization produces approximate solutions, which become ...
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