Comparison of undrained shear strength by pressuremeter and other tests, and numerical assessment of the effect of finite probe length in pressuremeter tests-Reference-Cited by-同舟云学术

Comparison of undrained shear strength by pressuremeter and other tests, and numerical assessment of the effect of finite probe length in pressuremeter tests

Published:2014-07-24 Issue:3 Volume:74 Page:685-695
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Isik Nihat Sinan,Ulusay Resat,Doyuran Vedat

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10064-014-0649-x.pdf

Reference50 articles.

1. Akyurek B, Duru M, Sutcu YF, Papak I, Saroglu F, Pehlivan N, Gonenc O, Granit S, Yasar T (1997) Geological maps of Turkey with 1. 100.000 scale, No.55 Ankara region. General Directorate of Mineral Research and Exploration, Department of Geological Researches, Ankara (in Turkish)

2. Amar S, Jézéquel JF (1972) Essais en place et en laboratoire sur sols cohérents: comparaisons des resultants. Bull Liaiso Lab Ponts Chaussées 58:97–108

3. ASTM (1994a) Standard test method for performing electronic friction cone and piezocone penetration testing of soils: annual book of ASTM standards. ASTM Publications, Philadelphia

4. ASTM (1994b) Standard test method for field vane shear test in cohesive soil: annual book of ASTM standards. ASTM Publications, Philadelphia

5. ASTM (1995) Standard test method for consolidated undrained triaxial compression test for cohesive soils: annual book of ASTM standards. ASTM Publications, Philadelphia

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