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    In Field Soil Characterization: Approach Based on Texture Image Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Pierre Breul; Roland Gourves
    Publisher: American Society of Civil Engineers
    Abstract: Building on the development of a tool for in place soil investigation based on the use of endoscopy, this paper presents a method for soil characterization using the images recorded by this tool. Various techniques have ...
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    Evaluation of Different Methods for Cone Resistance Assessment from Dynamic Penetration Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024136-1
    Author(s): Caroline Forestti Oliveira; Miguel Angel Benz Navarrete; Pierre Breul; Bastien Chevalier; Quoc Anh Tran
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic penetration tests (DPT) are largely applied for soil in situ characterization. Cone resistance assessment from DPT is usually based on driving formulas derived from Newtonian approach. These are nevertheless often ...
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    Influence of Roughness on the Apparent Cohesion of Rock Joints at Low Normal Stresses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Adrien Rullière; Patrice Rivard; Laurent Peyras; Pierre Breul
    Publisher: ASCE
    Abstract: The shear strength of joints is governed by surface morphology, including roughness and interlocking conditions. Several criteria have been developed in recent decades to assess shear behavior. However, most civil engineering ...
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    Evaluation of Different Methods for Cone Resistance Assessment from Dynamic Penetration Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024136-1
    Author(s): Caroline Forestti Oliveira; Miguel Angel Benz Navarrete; Pierre Breul; Bastien Chevalier; Quoc Anh Tran
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic penetration tests (DPT) are largely applied for soil in situ characterization. Cone resistance assessment from DPT is usually based on driving formulas derived from Newtonian approach. These are nevertheless often ...
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    Methodology for Confirming the Micropiles Service Performance Based on Dynamic Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 005
    Author(s): R. Matias Calvente; Pierre Breul; Miguel Benz; Claude Bacconnet; Roland Gourves
    Publisher: American Society of Civil Engineers
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    DSpace software copyright © 2002-2015  DuraSpace
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