E3S Web Conf.
Volume 195, 20204th European Conference on Unsaturated Soils (E-UNSAT 2020)
|Number of page(s)||6|
|Section||Teoretical and Numerical Models|
|Published online||16 October 2020|
- K. Hazirbaba, E.M. Rathje, E. M. Pore pressure generation of silty sands due to induced cyclic shear strains. J. Geotech. Geoenviron. Eng., 135, 12, (2009) [CrossRef] [Google Scholar]
- M. Mirshekari, M. Ghayoomi. Effects of shaking intensity on seismic response of unsaturated sand layers. In Vol. 1 of Proc., 7th Int. Conf. on Unsaturated Soils, (2018) [Google Scholar]
- R. Dobry, R. Ladd, F. Yokel, R. Chung, D. Powell. Prediction of pore water pressure build-up and liquefaction of sands during earthquakes by the cyclic strain method. NBS Building Science Series 138 (1982) [Google Scholar]
- H.B. Seed, I.M. Idriss, F. Makidisi, N. Banerjee. The generation and dissipation of pore water pressures during soil liquefaction. Rep. No. EERC 75-26, Univ. of California, Berkeley, Calif. (1975). [Google Scholar]
- G.R. Martin, W.D.L. Finn, Seed H.B. Fundamentals of liquefaction under cyclic loading. J. Geotech. Engrg. Div., 101, 5 (1975) [Google Scholar]
- C.P. Polito, R.A. Green, and J. Lee. Pore pressure generation models for sands and silty soils subjected to cyclic loading. Journal of Geotechnical and Geoenvironmental Engineering 134, 10 (2008) [CrossRef] [Google Scholar]
- W.L. Finn, P.M. Byrne, G.R. Martin. Seismic response and liquefaction of sands. J. Geotech. Geoenviron. Eng. Dev. 102. (1976) [Google Scholar]
- S. Mousavi, M. Ghayoomi. Liquefaction mitigation of sands with non-Plastic fines via microbial induced partial saturation. J. of Geotech. and Geoenvir. Eng.- Under review (2019) [Google Scholar]
- P.M. Duku, J.P. Stewart, D.H. Whang, E. Yee. Volumetric strains of clean sands subject to cyclic loads. J. geotech. and geoenvir. Eng., 134, 8 (2008) [Google Scholar]
- R.C. Chaney. Saturation effects on the cyclic strength of sands. In From Vol. I Earthquake Eng. Soil Dyn. -Proc. ASCE Geotech. Eng. Div. Spec. Conf., June (1978), Pasadena, California. [Google Scholar]
- M. Okamura, K. Noguchi. Liquefaction resistances of unsaturated non-plastic silt. Soils and Found., 49, 2, (2009). [CrossRef] [Google Scholar]
- S. Mousavi, M. Ghayoomi. Dynamic shear modulus of microbial induced partially saturated sand. Proc. Int. Symp. Bio-mediated Bio-inspired Geotech., Atlanta, in press. [Google Scholar]
- S. Mousavi, M. Ghayoomi. Liquefaction mitigation of silty sands via microbial induced partial saturation. In Geo-Congress 2019: Earthquake Engineering and Soil Dynamics. (2019) [Google Scholar]
- E. Eseller-Bayat, M.K. Yegian, A. Alshawabkeh, S. Gokyer. Liquefaction response of partially saturated sands. I: Experimental results. J. Geotech. Geoenviron. Eng., 139, 6 (2013). [Google Scholar]
- R. Dobry. Liquefaction of soils during earthquakes. Rep. No. CETS-EE-001, National Res. Council NRC, Committee on Earthquake Engineering, Washington, D.C. (1985) [Google Scholar]
- Carlton, B. (2014). “An Improved Description of the Seismic Response of Sites with High Plasticity Soils, Organic Clays, and Deep Soft Soil Deposits.” PhD Thesis. University of California, Berkeley. [Google Scholar]
- Y.M.A Hashash. DEEPSOIL V3.5 1-D nonlinear and equivalent linear wave propagation analysis program for geotechnical seismic site response analysis of soil deposits. User Man. and Tut., (2006) [Google Scholar]
- H.B. Seed, R.T. Wong, I.M. Idriss, K. Tokimatsu. Moduli and damping factors for dynamic analyses of cohesionless soils. J. Geotech. Eng., 112, 11 (1986). [Google Scholar]
- H.B. Seed, K. Mori, and C.K. Chan. Influence of seismic history on liquefaction of sands. J. Geotech. Engrg. Div., 103 (1977) [Google Scholar]
- E. Yee, P.M. Duku, J.P. Stewart. Cyclic volumetric strain behavior of sands with fines of low plasticity. Journal of Geotechnical and Geoenvironmental Engineering, 140, 4 (2013). [Google Scholar]
- S. Mousavi, M. Ghayoomi, S.H. Jones. Compositional and Geo-Environmental Factors in Microbial Induced Partial Saturation. Environ. Geotech. (2019) [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.