Multi-Scale Behavior at Geomaterial Interfaces

Cyclic response;Particulate;Geotechnical;In situ testing;Cone penetrometer;CPT;Interface;Geomaterial

Hebeler, Gregory L. ; Civil and Environmental Engineering

University:Georgia Institute of Technology

Department:Civil and Environmental Engineering

关键词: Cyclic response;    Particulate;    Geotechnical;    In situ testing;    Cone penetrometer;    CPT;    Interface;    Geomaterial;   

Others  :  https://smartech.gatech.edu/bitstream/1853/7168/1/hebeler_gregory_l_200508_phd.pdf

美国|英语

来源: SMARTech Repository

【 摘 要 】

The design of interface elements in geotechnical engineering traditionally involves empiricism and lacks a solid fundamental underpinning based on the controlling mechanisms. These design shortcomings exist due to deficiencies in the fundamental understanding of geotechnical interface behaviors and the lack of test methods and devices available to directly measure interface properties in situ. The current work strives to improve the state of geotechnical knowledge and design with regard to interface behavior through fundamental laboratory studies and the development and use of a new in situ testing device. The current investigations are focused across a range of scales from micromechanical interactions to full scale field implementation. A series of laboratory investigations at the micromechanical level have been performed, specifically aimed at investigating the mechanisms controlling granular interactions against conventional and textured friction sleeves, and hook and loop type interactions present within textured geomembrane - geotextile systems. Additionally, a new in situ testing device has been designed and developed, the Multi Piezo Friction Attachment (MPFA), to allow for the characterization of geotechnical interface properties in situ within the context of an effective stress framework. The MPFA simultaneously provides four independent measures of interface friction (f