Indentation of a Sensitive Clay by a Flat-Ended Axisymmetrical Punch View Full Text


Ontology type: schema:ScholarlyArticle     


Article Info

DATE

2018-12

AUTHORS

Mireille Sandrine Ewane, Vincenzo Silvestri, Michael James

ABSTRACT

This paper presents a description and the results of instrumented macro-scale laboratory indentation testing of Champlain Sea Clay with a stainless steel, flat-tipped, cylindrical indenter. The results of the tests were analyzed using published analytical solutions for the indentation testing of elastic–plastic materials. The relationship between the depth of indentation, h, and the load on the indenter, P, the hardness, the undrained shear strength and the Young’s modulus of the clay were determined from these methods. The undrained shear strength and Young’s modulus were compared to values from conventional geotechnical testing. Indentation testing was simulated numerically using the finite element method. The clay was modelled using the conventional Mohr–Coulomb elastic–plastic model. The distribution of total vertical stress below the indenter from the simulations compared well with an analytical solution based on elastic theory. The simulations using material properties derived from the conventional geotechnical tests (Set 1) and derived from the indentation testing (Set 2) with a Poisson’s ratio of 0.49 (undrained loading) did not produce load-penetration (P–h) curves in good agreement with the curves from indentation testing. However, simulations with the material properties derived from indentation testing and a Poisson’s ratio of 0.2 (drained loading), produced load-penetration curves in good agreement with the indentation testing results. More... »

PAGES

3601-3625

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/s10706-018-0561-4

DOI

http://dx.doi.org/10.1007/s10706-018-0561-4

DIMENSIONS

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45 schema:description This paper presents a description and the results of instrumented macro-scale laboratory indentation testing of Champlain Sea Clay with a stainless steel, flat-tipped, cylindrical indenter. The results of the tests were analyzed using published analytical solutions for the indentation testing of elastic–plastic materials. The relationship between the depth of indentation, h, and the load on the indenter, P, the hardness, the undrained shear strength and the Young’s modulus of the clay were determined from these methods. The undrained shear strength and Young’s modulus were compared to values from conventional geotechnical testing. Indentation testing was simulated numerically using the finite element method. The clay was modelled using the conventional Mohr–Coulomb elastic–plastic model. The distribution of total vertical stress below the indenter from the simulations compared well with an analytical solution based on elastic theory. The simulations using material properties derived from the conventional geotechnical tests (Set 1) and derived from the indentation testing (Set 2) with a Poisson’s ratio of 0.49 (undrained loading) did not produce load-penetration (P–h) curves in good agreement with the curves from indentation testing. However, simulations with the material properties derived from indentation testing and a Poisson’s ratio of 0.2 (drained loading), produced load-penetration curves in good agreement with the indentation testing results.
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