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    Stress Dependence of Shear Strength in Fine-Grained Soils and Correlations with Liquid Limit 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 010
    Author(s): Brendan; Casey; John T.; Germaine
    Publisher: American Society of Civil Engineers
    Abstract: The undrained strengths and friction angles of a variety of natural fine-grained soils are investigated over an effective stress range of 0.1 to 10 MPa. The resedimentation technique was used to produce identical saturated ...
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    Identification of Material Constitutive Laws Representative of Machining Conditions for Two Titanium Alloys: Ti6Al4V and Ti555 3 

    Source: Journal of Engineering Materials and Technology:;2013:;volume( 135 ):;issue: 003:;page 31002
    Author(s): Germain, G.; Morel, A.; Braham
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Determining a material constitutive law that is representative of the extreme conditions found in the cutting zone during machining operations is a very challenging problem. In this study, dynamic shear tests, which ...
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    Circumferential Stresses in Pressure Vessel Shells of Revolution 

    Source: Journal of Manufacturing Science and Engineering:;1963:;volume( 085 ):;issue: 002:;page 201
    Author(s): L. P. Zick; A. R. St. Germain
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Design Procedure for a Fast and Accurate Parallel Manipulator 

    Source: Journal of Mechanisms and Robotics:;2017:;volume( 009 ):;issue: 006:;page 61012
    Author(s): Briot; Sébastien;Caro; Stéphane;Germain; Coralie
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a design procedure for a two degree-of-freedom (DOF) translational parallel manipulator, named IRSBot-2. This design procedure aims at determining the optimal design parameters of the IRSBot-2 such that ...
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    Sampling Disturbance Effects in Normally Consolidated Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): M. C. Santagata; J. T. Germaine
    Publisher: American Society of Civil Engineers
    Abstract: The effects of sampling disturbance are investigated by performing single element triaxial tests in which specimens of normally consolidated resedimented Boston blue clay are disturbed according to the “perfect sampling ...
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    Where Do We Stand with Fuzzy Project Scheduling? 

    Source: Journal of Construction Engineering and Management:;2004:;Volume ( 130 ):;issue: 001
    Author(s): Pierre Bonnal; Didier Gourc; Germain Lacoste
    Publisher: American Society of Civil Engineers
    Abstract: Fuzzy project scheduling has interested several researchers in the past two decades; about 20 articles have been written on this issue. Contrary to stochastic project-scheduling approaches that are used by many project ...
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    Boundaries and Transboundary Water Conflicts 

    Source: Journal of Water Resources Planning and Management:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Olen Paul Matthews; Dan St. Germain
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines political boundaries to determine if changing the boundary function or placement will lessen conflicts. A political geography approach provides the framework for analysis. Although water managers advocate ...
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    Experimental Study of Wellbore Instability in Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author(s): Naeem O. Abdulhadi; John T. Germaine; Andrew J. Whittle
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an extensive program of laboratory model wellbore tests that have been performed to study wellbore instability in saturated clays. The tests were conducted on resedimented Boston blue ...
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    Compression and Creep of Venice Lagoon Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 010
    Author(s): Alex; Sanzeni; Andrew J.; Whittle; John T.; Germaine; Francesco; Colleselli
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory test program was conducted to evaluate the one-dimensional (1D) compression and creep properties of intact sand (and silty-sand) samples from a deep borehole at the Malamocco Inlet to the Venice Lagoon. The ...
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    Does Calcium Leaching Increase Ductility of Cementitious Materials? Evidence from Direct Tensile Tests 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 003
    Author(s): F. H. Heukamp; F.-J. Ulm; J. T. Germaine
    Publisher: American Society of Civil Engineers
    Abstract: There is an ongoing debate in the chemomechanics community over whether calcium leaching leads to an increase in brittleness or ductility of cementitious materials. While other research teams have addressed this question ...
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