Open Access
Issue |
MATEC Web Conf.
Volume 272, 2019
2018 2nd International Conference on Functional Materials and Chemical Engineering (ICFMCE 2018)
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Article Number | 01012 | |
Number of page(s) | 9 | |
DOI | https://doi.org/10.1051/matecconf/201927201012 | |
Published online | 13 March 2019 |
- Liu H L, Yu X J. Advance in Soil Dynamics and Geotechnical Earthquake Engineering[J]. Journal of Hohai University (Natural Sciences), 1999(1): 6-15. [Google Scholar]
- Chen Y M, Gao X, Liu H L. Simplified method of flow deformation induced by liquefied sand[J]. Rock and Soil Mechanics, 2013, 36(6): 1567-1573. [Google Scholar]
- Cao Z Z, Liu Y D, Yuan X M. Liquefaction characteristics and mechanism of gravelly soils[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1165-1174. [Google Scholar]
- Wang W S. The dynamic strength and liquefaction characteristics of soil[M]. Beijing:China Electric Power Press, 1997. [Google Scholar]
- Shi Z J, Wang L M. Soil dynamic characteristics-Liquefaction potential and hazard assessment[M]. Beijing: Seismological Press, 1999. [Google Scholar]
- Wang G, Zhang J M. Recent advances in seismic liquefaction research[J]. Advances in Mechanics, 2007, 37(11): 575-589. [Google Scholar]
- Chen G X. Earthquake engineering[M]. Beijing:Science Press, 2007. [Google Scholar]
- Adalier K, Sharp M K. Embankment dam on liquefiable foundation - Dynamic behavior and densification remediation[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004,130(11): 1214-1224. [CrossRef] [Google Scholar]
- Hayashi K, Miyoshi T, Yoneya H, et al. Fundamental tests on stabilized sand using acid silica sol[C]//2nd Int. Conf. on Ground Improvement Geosystems. Canada: International Association for Earthquake Engineering, 1996: 695–700. [Google Scholar]
- Hayashi K, Yoshikawa R, Hayashi N, et al. A field test on a new chemical grouting method to improve the liquefaction resistance of sandy layers beneath the existing structures[C]//International Symposium on Coastal Geotechnical Engineering in Practice. Yokohama, 2000: 291–297. [Google Scholar]
- Rasouli R, Hayashi K, Zen K, et al. Controlled permeation grouting method for mitigation of liquefaction[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142(11): 4016052. [Google Scholar]
- Takano S, Hayashi K, Zen K, et al. Controlled Curved Drilling Technique in the Permeation Grouting Method for Improvement Works of an Airport in Operation[J]. Procedia Engineering, 2016, 143: 539–547. [CrossRef] [Google Scholar]
- Yoshimi Y, Tanaka K, Tokimatsu K. Liquefaction resistance of partially saturated sand[J]. Soils and Foundations, 1989, 29(3): 157–162. [Google Scholar]
- Yasuda S, Kobayashi T, Fukushima Y. Effect of degree of saturation on the liquefaction strength of Masa[C]//Proceedings of 34th Japanese National Conference Geotechnical Engineering. Tokyo, 1999: 2071–2072. [Google Scholar]
- Huang Y, Tsuchiya H, Ishihara K. Estimation of partial saturation effect on liquefaction resistance of sand using P-wave velocity[C]//Proceedings of Japanese Geotechnical Society. Nerada: 1999: 431–434. [Google Scholar]
- Ishihara K, Tsuchiya H, Huang Y. Recent studies on liquefaction studied on sandeffect of saturation[C]//Proceedings of 4th International Conference on Recent Advance in Geotechnical Earthquake Engineering and Soil Dynamics. San Diego, 2001: 1–7. [Google Scholar]
- Okamura M, Ishihara M, Tamura K. Degree of saturation and liquefaction resistances of sand improved with sand compaction pile[J]. Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, 2006, 132(2): 258–264. [CrossRef] [Google Scholar]
- Okamura M, Takebayashi M, Nishida K, et al. In-situ desaturation test by air injection and its evaluation through field monitoring and multiphase flow simulation[J].Journal of Geotechnical and Geoenvironmental Engineering, 2011, 137: 643–652. [CrossRef] [Google Scholar]
- He J, Ivanov V, Chu J. Mitigation of liquefaction of saturated sand using biogas[J]. Géotechnique, 2013, 63(4):267–275. [CrossRef] [Google Scholar]
- He J, Chu J. Undrained responses of microbially desaturated sand under monotonic loading[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014(12): 1–8. [Google Scholar]
- Eseller-Bayat E, Yegian M K, Alshawabkeh A, et al. Liquefaction response of partially saturated sands (I): Experimental results[J]. Journal of Geotechnical and Geoenviromental Engineering, 2012, 139(7): 863–871. [Google Scholar]
- Eseller-Bayat E, Yegian M K, Alshawabkeh A, et al. Liquefaction response of partially saturated sands (II): empirical model[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 139(6): 872–879. [CrossRef] [Google Scholar]
- Yegian M K, Eseller-Bayat E, Alshawabkeh A, et al. Induced-partial saturation for liquefaction mitigation: experimental investigation[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(4): 372–380. [CrossRef] [Google Scholar]
- Juang C H,Yang S H,Yuan H M,et al. Liquefaction in the Chi-chi earthquake-effect of fines and capping non-liquefiable layers[J]. Soils and Foundations, 2005, 45(6): 89-101. [CrossRef] [Google Scholar]
- Murugesan S,Rajagopal K. Geosynthetic-encased stone columns: Numerical evaluation[J]. Geotextiles and Geomembranes, 2006, 24(6): 349-358. [CrossRef] [Google Scholar]
- Park Y H, Kim S R, Kim S H, et al. Liquefaction ofembankments on sandy soils and the optimumcounter measure against the liquefaction[C]//12th World Conference on Earthquake Engineering. Auckland, New Zealand, 2000(1): 1–5. [Google Scholar]
- Tsukamoto Y, Ishihara K, Yamamoto M, et al. Soil densification due to static sand pile installation for liquefaction remediation[J]. Soils and Foundations, 2000, 40(2): 9–20. [CrossRef] [Google Scholar]
- Tanaka H, Kita H, Iida T, et al. Liquefaction countermeasure using steel sheet pile with drain capability[J]. The Sumitomo Search, 1996(58): 72–81. [Google Scholar]
- Liu H. Technological innovation methods and practices in geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 34 – 58. [Google Scholar]
- Rasoulil R, Towhata I, Akima T.Experimental Evaluation of Drainage Pipes as a Mitigation against Liquefaction-Induced Settlement of Structures[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142(9): 04016041. [Google Scholar]
- Chen G X, Gu X F, Chang X D, et al. Review and implication of successful ground improvement cases about mitigating soil liquefaction induced by 8 strong earthquakes from 1989 to 2011[J]. Rock and Soil Mechanics, 2015, 36(4): 1102-1118. [Google Scholar]
- Zhang Y L, Yang P. Research progress in microorganism improving soil properties[J]. Microbiology China, 2014, 41(10): 2122-2127. [Google Scholar]
- Paassen L. Biogrout ground improvement by microbially induced carbonate precipitation[D]. Delft University of Technology, 2009. [Google Scholar]
- Cheng L, Shahin M A, Cord-Ruwisch R. Bio-cementation of sandy soil using microbially induced carbonateprecipitation for marine environments [J]. Géotechnique, 2014, 64(12): 1010–1013. [CrossRef] [Google Scholar]
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