Strength of Undisturbed versus Reconstituted Silt and Silty Sand Specimens-Reference-Cited by-同舟云学术

Strength of Undisturbed versus Reconstituted Silt and Silty Sand Specimens

Published:2000-07 Issue:7 Volume:126 Page:606-617
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Høeg Kaare¹²³⁴,Dyvik Rune¹²³⁴,Sandbækken Geir¹²³⁴

Affiliation:

1. Member, ASCE

2. Prof., Univ. of Oslo, P.O. Box 1047, Blindern, N-0316 Oslo, Norway; and Spec. Adviser, Norwegian Geotech. Inst., P.O. Box 3930, Ullevaal Stadion, N-0806 Oslo, Norway.

3. Head of Geotech. Lab., Norwegian Geotech. Inst., P.O. Box 3930, Ullevaal Stadion, N-0806 Oslo, Norway.

4. Sr. Engr., Norwegian Geotechnical Institute, P.O. Box 3930, Ullevaal Stadion, N-0806 Oslo, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282000%29126%3A7%28606%29

Reference21 articles.

1. Casagrande A. ( 1936). “Characteristics of cohesionless soils affecting the stability of slopes and earthfills.” J. Boston Soc. of Civ. Engrs. 23(1) 13–32.

2. Dyvik R. and Madshus C. (1985). “Laboratory measurements of G max using bender elements.” Proc. Spec. Session on Adv. in the Art of Testing Soils ASCE New York 186–196.

3. Finn W. D. L. (1996). “Seismic design and evaluation of tailings dams: State-of-the-art.” Proc. Int. Symp. on Seismic and Envir. Aspects of Dam Des. Vol. I Chilean Geotechnical Society Santiago Chile 7–34.

4. Highter W. H. and Tobin R. F. (1980). “Flow slides and the undrained brittleness index of some mine tailings.” Engrg. Geol. 16 71–82.

5. Ishihara K. (1993). “Liquefaction and flow failure during earthquakes.” Géotechnique London 43(3) 351–415.

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