Laboratory Investigation of the Resistance of Tailings and Natural Sediments to Cyclic Loading-Reference-Cited by-同舟云学术

Laboratory Investigation of the Resistance of Tailings and Natural Sediments to Cyclic Loading

Published:2011-11-10 Issue:2 Volume:30 Page:431-447
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Geremew Africa M.,Yanful Ernest K.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-011-9478-x.pdf

Reference70 articles.

1. Alarcon-Guzman A, Leonards GA, Chameau JL (1988) Undrained monotonic and cyclic strength of sands. J Geotech Eng ASCE 114(10):1089–1109

2. Andrews DC, Martin GR (2000) Criteria for liquefaction of silty soils. In: Proceedings of the 12th world conference on earthquake engineering research, Auckland, New Zealand, 30 January–4 February 2000. New Zealand Society for Earthquake Engineering, Upper Hutt, New Zealand, pp 1–8. Paper 0312

3. ASTM Designation: D 2435 (1996) Standard test methods for one-dimensional consolidation properties of soils using incremental loading, annual book of ASTM standards. ASTM International, West Conshohocken

4. ASTM Designation: D 4767 (1996) Standard test methods for consolidated undrained triaxial compression test for cohesive soils, annual book of ASTM standards. ASTM International, West Conshohocken

5. ASTM Standard: D 5311-92 (1996) Test method for load controlled cyclic triaxial strength of soil, annual book of ASTM standards. ASTM International, West Conshohocken

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