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    Navigating Legal Complexities in Public Infrastructure Projects: The Intersection of Contract Law and Construction Industry Practices 

    Source: Journal of Legal Affairs and Dispute Resolution in Engineering and Construction:;2025:;Volume ( 017 ):;issue: 003:;page 04525015-1
    Author(s): Priyanka Anand; Pradyut Anand
    Publisher: American Society of Civil Engineers
    Abstract: Delays and cost overruns in India’s public infrastructure projects often stem from legal and contractual disputes exacerbated by a complex legal framework. This study investigates key challenges, including ambiguous contract ...
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    2014 Drucker Medal Paper: A Derivation of the Theory of Linear Poroelasticity From Chemoelasticity 

    Source: Journal of Applied Mechanics:;2015:;volume( 082 ):;issue: 011:;page 111005
    Author(s): Anand, Lallit
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The purpose of this brief paper is to present a new derivation of Biot's theory of linear poroelasticity (Biot, M., 1935, “Le Problemجپe de la Consolidation des Matiأ©res Argileuses Sous une Charge,â€‌ Ann. Soc. Sci. ...
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    Constitutive Equations for Rate-Independent, Isotropic, Elastic-Plastic Solids Exhibiting Pressure-Sensitive Yielding and Plastic Dilatancy 

    Source: Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 002:;page 439
    Author(s): L. Anand
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Constitutive Equations for the Rate-Dependent Deformation of Metals at Elevated Temperatures 

    Source: Journal of Engineering Materials and Technology:;1982:;volume( 104 ):;issue: 001:;page 12
    Author(s): L. Anand
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Approximate constitutive equations are proposed for use in the analysis of the rate-dependent deformation of metals at temperatures in excess of a homologous temperature of 0.5. The constitutive ...
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    On H. Hencky’s Approximate Strain-Energy Function for Moderate Deformations 

    Source: Journal of Applied Mechanics:;1979:;volume( 046 ):;issue: 001:;page 78
    Author(s): L. Anand
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: It is shown that the classical strain-energy function of infinitesimal isotropic elasticity is in good agreement with experiment for a wide class of materials for moderately large deformations, ...
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    Discussion of “<i>Dam‐Break Solution</i>” by Bruce Hunt (June, 1984) 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): Anand Prakash
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Boardman Labyrinth‐Crest Spillway</i>” by John J. Cassidy, Christopher A. Gardner and Robert T. Peacock (March, 1985, Vol. 111, No. 3) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Anand Prakash
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Transverse Bed Slope in Alluvial Channel Bends</i>” by A. Jacob Odgaard (December, 1981) 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Anand Prakash
    Publisher: American Society of Civil Engineers
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    Ground‐Water Contamination Due to Transient Sources of Pollution 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): Anand Prakash
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents simple analytical solutions to predict the temporal and spatial distribution of concentrations in one, two, or three‐dimensional fully saturated uniform flow fields caused by instantaneous or finite‐time ...
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    Guest Editorial 

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 001
    Author(s): Anand Prakash
    Publisher: American Society of Civil Engineers
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