Compressibility-Based Interpretation of Cone Penetrometer Calibration Chamber Tests and Corresponding Boundary Effects-Reference-Cited by-同舟云学术

Compressibility-Based Interpretation of Cone Penetrometer Calibration Chamber Tests and Corresponding Boundary Effects

Published:2022-06-06 Issue:4 Volume:45 Page:20210129
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Gamez Joseph A.¹,Olson Scott M.²

Affiliation:

1. Civil and Environmental Engineering Department, University of Illinois at Urbana-Champaign, 2230 Newmark Civil Engineering Laboratory, 205 N. Mathews Ave., Urbana, IL 61801, USA (Corresponding author), e-mail: jgamez@illinois.edu, https://orcid.org/0000-0001-6157-5180

2. Civil and Environmental Engineering Department, University of Illinois at Urbana-Champaign, 2230 Newmark Civil Engineering Laboratory, 205 N. Mathews Ave., Urbana, IL 61801, USA

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference80 articles.

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2. Physical Modeling in Sand;Altaee;Canadian Geotechnical Journal,1994

3. Baldi, G., R. Bellotti, V. Ghionna, M. Jamiolkowski, and E. Pasqualini. 1986. “Interpretation of CPTs and CPTUs, 2nd Part: Drained Penetration of Sands.” In Proceedings of the Fourth International Geotechnical Seminar, 143–156. Singapore: Nanyang Technological Institute.

4. Strain Path Method;Baligh;Journal of Geotechnical Engineering,1985

5. Bazaraa, A. R. S. S. “Use of the Standard Penetration Test for Estimating Settlements of Shallow Foundations on Sand.” PhD diss. University of Illinois, 1967.

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