Open Access
| Issue |
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
|
|
|---|---|---|
| Article Number | 10008 | |
| Number of page(s) | 7 | |
| Section | Behaviour, Characterization and Modelling of Various Geomaterials and Interfaces - Cyclic and Dynamic Behaviour | |
| DOI | https://doi.org/10.1051/e3sconf/202454410008 | |
| Published online | 02 July 2024 | |
- Amoly, R. S., Ishihara, K., and Bilsel, H. 2016. “The relation between liquefaction resistance and shear wave velocity for new and old deposits.” Soils Found, 56 (3): 506–519. [CrossRef] [Google Scholar]
- Andrus, R. D., and Stokoe, K. H. 2000. “Liquefaction resistance of soils from shear-wave velocity.” J Geotech Geoenviron, 126 (11): 1015–1025. [CrossRef] [Google Scholar]
- Asadi, M. S., Asadi, M. B., Orense, R. P., and Pender, M. J. 2018. “Undrained cyclic behavior of reconstituted natural pumiceous sands.” J Geotech Geoenviron, 144 (8): 04018045. [CrossRef] [Google Scholar]
- Asadi, M. S., Orense, R. P., Asadi, M. B., and Pender, M. J. 2019. “Maximum dry density test to quantify pumice content in natural soils.” Soils Found, 59 (2): 532–543. [CrossRef] [Google Scholar]
- Asadi, M. B., Asadi, M. S., Orense, R. P., and Pender, M. J. 2020. “Small-strain stiffness of natural pumiceous sand.” J Geotech Geoenviron, 146 (6): 06020006. [CrossRef] [Google Scholar]
- Asadi, M. B., Orense, R. P., Asadi, M. S., and Pender, M. J. 2022. “A unified approach to link small-strain shear modulus and liquefaction resistance of pumiceous sands.” Soils Found, 62 (2022): 101098. [CrossRef] [Google Scholar]
- Kayen, R., Moss, R., Thompson, E., Seed, R., Cetin, K., Kiureghian, A. D., Tanaka, Y., and Tokimatsu, K. 2013. “Shear-wave velocity-based probabilistic and deterministic assessment of seismic soil liquefaction potential.” J Geotech Geoenviron, 139 (3): 407–419. [CrossRef] [Google Scholar]
- Kokusho, T. 1980. “Cyclic triaxial test of dynamic soil properties for wide strain range. “ Soils Found, 20 (2): 45–60. [Google Scholar]
- Ladd, R. 1978. “Preparing test specimens using undercompaction.” Geotech Test J, 1(1): 16–23. [CrossRef] [Google Scholar]
- Miura, S., Yagi, K., and Asonuma, T. 2003. “Deformationstrength evaluation of crushable volcanic soils by laboratory and in-situ testing.” Soils Found, 43 (4): 47–57. [CrossRef] [Google Scholar]
- Orense, R. P., Pender, M. J., and O’Sullivan, A. 2012. “Liquefaction characteristics of pumice sands.” Rep EQC 10/589. Auckland, New Zealand. [Google Scholar]
- Orense, R. P., Asadi, M. B., Stringer, M. E., and Pender, M. J. 2020. “Evaluating liquefaction potential of pumiceous deposits through field testing: case study of the 1987 Edgecumbe earthquake.” Bull NZ Soc Earthq Eng, 53 (2): 101–110. [Google Scholar]
- Pender, M. J., Wesley, L. D., Larkin, T. J., and Pranjoto, S. 2006. “Geotechnical properties of a pumice sand.” Soils Found, 46 (1): 69–81. [CrossRef] [Google Scholar]
- Rauch, A. F., Duffy, M., and Stokoe II, K. H. 2000. “Laboratory correlation of liquefaction resistance with shear wave velocity.” Geotech Spec Publ, ASCE, 110: 66–80. [Google Scholar]
- Robertson, P. K., Sasitharan, S., Cunning, J. C., and Sego, D. C. 1995. “Shear-wave velocity to evaluate in-situ state of Ottawa sand.” J Geotech Eng, 121 (3): 262–273. [CrossRef] [Google Scholar]
- Sahaphol, T., and Miura, S. 2005. “Shear moduli of volcanic soils.” Soil Dyn Earthq Eng, 25 (2): 157–165. [CrossRef] [Google Scholar]
- Seed, H. B. 1979. “Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes.” J Geotech Eng Div, 105 (2): 201–255. [CrossRef] [Google Scholar]
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