Undrained Cyclic Pore Pressure Response of Sand–Silt Mixtures: Effect of Nonplastic Fines and Other Parameters-Reference-Cited by-同舟云学术

Undrained Cyclic Pore Pressure Response of Sand–Silt Mixtures: Effect of Nonplastic Fines and Other Parameters

Published:2009-02-04 Issue:4 Volume:27 Page:501-517
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Dash H. K.,Sitharam T. G.

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/s10706-009-9252-5.pdf

Reference31 articles.

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2. Amini F, Qi GZ (2000) Liquefaction testing of stratified silty sands. J Geotech Geoenviron Eng 126(3):208–217. doi: 10.1061/(ASCE)1090-0241(2000)126:3(208)

3. Chang NY, Yeh ST, Kaufman LP (1982) Liquefaction potential of clean and silty sands. Proceedings of 3rd international conference on earthquake microzonation, vol 2, pp 1017–1032

4. Derakhshandi M, Rathje EM, Hazirbaba K, Mirhosseini SM (2007) The effect of plastic fines on the pore pressure generation characteristics of saturated sands. Soil Dyn Earthq Engi. www.elseiver.com . doi: 10.1016:1-11

5. Dobry R (1985) Liquefaction of soils during earthquakes. Committeee on earthquake engineering, commission on engineering and technical systems, national research council. National Academy Press, Washington

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