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    Upper Bound for Cylinder Movement Using “Elastic” Fields and Its Possible Application to Pile Deformation Analysis 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
    Author(s): Assaf Klar
    Publisher: American Society of Civil Engineers
    Abstract: A new upper bound failure mechanism for the problem of rigid cylinder motion is presented. The velocity field associated with the mechanism is derived from a known elastic solution by similitude of the deformation field. ...
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    Discussion of “Evaluation of Undrained Shear Strength Using Full-Flow Penetrometers” by Jason T. DeJong, Nicholas J. Yafrate, and Don J. DeGroot 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Shmulik Pinkert; Assaf Klar
    Publisher: American Society of Civil Engineers
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    Enhanced Strain-Softening Model from Cyclic Full-Flow Penetration Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Shmulik Pinkert; Assaf Klar
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a systematic approach for relating fundamental (soil element) strength-degradation models with cyclic full-flow penetration tests. The approach is then employed to enhance the commonly-used exponential ...
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    Detection of Sinkhole Formation by Strain Profile Measurements Using BOTDR: Simulation Study 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Raphael Linker; Assaf Klar
    Publisher: American Society of Civil Engineers
    Abstract: The sudden collapse of sinkholes in the Dead Sea area represents a serious threat to infrastructure in the area. The formation of these sinkholes has been shown to be directly correlated with the drop in the Dead Sea water ...
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    Enhanced Strain-Softening Model from Cyclic Full-Flow Penetration Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Shmulik Pinkert; Assaf Klar
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a systematic approach for relating fundamental (soil element) strength-degradation models with cyclic full-flow penetration tests. The approach is then employed to enhance the commonly-used exponential ...
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    Three-Dimensional Analysis of Lateral Pile Response using Two-Dimensional Explicit Numerical Scheme 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 009
    Author(s): Assaf Klar; Sam Frydman
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for exploiting a two-dimensional (2D) explicit, numerical computer code for the 3D formulation of dynamic lateral soil-pile interactions is considered. The procedure is applied to two models using simultaneous ...
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    Damage Identification in Reinforced Concrete Beams Using Spatially Distributed Strain Measurements 

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Yiska Goldfeld; Assaf Klar
    Publisher: American Society of Civil Engineers
    Abstract: Brillouin optical time domain reflectometry or analysis (BOTDR/A) is one of the strain measurement technologies that is suitable for smart monitoring of civil engineering infrastructures. Although the technology has the ...
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    Detection of Sinkhole Formation by Strain Profile Measurements Using BOTDR: Simulation Study 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Raphael Linker; Assaf Klar
    Publisher: American Society of Civil Engineers
    Abstract: The sudden collapse of sinkholes in the Dead Sea area represents a serious threat to infrastructure in the area. The formation of these sinkholes has been shown to be directly correlated with the drop in the Dead Sea water ...
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    Simple Energy-Based Method for Nonlinear Analysis of Incompressible Pile Groups in Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Assaf Klar; Yat-Fai Leung
    Publisher: American Society of Civil Engineers
    Abstract: This note presents a method for predicting nonlinear response of pile groups in clays, subjected to vertical loads. The method is based on mobilizable strength design (MSD) concepts, in which the mobilized strength is ...
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    Design Oriented Linear-Equivalent Approach for Evaluating the Effect of Tunneling on Pipelines 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Assaf Klar; Itai Elkayam; Alec. M. Marshall
    Publisher: American Society of Civil Engineers
    Abstract: The process of tunneling is associated with ground movements which may lead to stressing of nearby existing buried infrastructure, and potentially poses a risk of damage. The need for an effective evaluation method of the ...
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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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