New CPT-based prediction method for soil liquefaction applicable to Bachu region of Xinjiang

SEED H B. Soil liquefaction and cyclic mobility evaluation for level ground during earthquake[J]. Journal of the Geotechnical Engineering Division, ASCE, 1979, 105(GT2): 201-255.
SEED H B,IDRISS I M. Simplified procedure for evaluating soil liquefaction potential[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1971, 107(SM9): 1249-1274.
YOUD T L,IDRISS I M. Proceedings of the NCEER Workshop on evaluation of liquefaction resistance of soils[R]. Buffalo: NCEER, 1997.
李兆焱. 基于巴楚地震调查的液化判别方法研究[D]. 哈尔滨: 中国地震局工程力学研究所, 2012.(LI Zhao-yan. A study into liquefaction discrimination methods based on surveys of the bachu earthquake[D]. Harbin: Institute of Engineering Mechanics, 2012(in Chinese))
李兆焱,孙 锐,曹振中,等. 静力触探法对巴楚地震液化判别的适用性[J]. (岩土力学), 2010, 31(12): 3907-3912.(LI Zhao-yan,SUN Rui,CAO Zhen-zhong,et al. Feasibility of cone penetration test to evaluating Bachu earthquake liquefaction[J]. Rock and Soil Mechanics, 2010, 31(12): 3907-3912. (in Chinese))
HOLZER Thomas L,BENNETT Michael J,PONTI Daniel J,et al. Liquefaction and soil failure during 1994 northridge earthquake[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125: 438-452.
HWANG Jin-hung,YANG Chin-wen. Verification of critical cyclic strength curve by Taiwan Chi-Chi earthquake data[J]. Soil Dynamics and Earthquake Engineering, 2001, 21: 237-257.
GB50021—2001岩土工程勘察规范[S]GB50021—2001岩土工程勘察规范[S].北京:中国建筑工业出版社, 2001.(GB50021—2001 Code for seismic design of buildings[S](GB50021—2001 Code for seismic design of buildings[S].Beijing:China Architecture and Building Press, 2001. (in Chinese))
谢君斐. 关于修改抗震规范砂土液化判别式的几点意见[J].(地震工程与工程振动), 1984, 4(2): 95-126.(XIE Jun-fei. Some comments on the formula for estimating the liquefaction of sand in revised a seismic design code[J]. Journal of Earthquake Engineering and Engineering Vibration 1984, 4(2): 95-126. (in Chinese))