Citation: | Xu Guolin, Chen Longwei. 2019: Frequency spectra characteristics of strong-motion acceleration recordings at liquefied sites. Acta Seismologica Sinica, 41(5): 671-679. DOI: 10.11939/jass.20190112 |
董林,王兰民,夏坤,袁晓铭. 2015. 含细粒砂性土标贯液化判别方法改进研究[J]. 岩土工程学报,37(12):2320–2325. doi: 10.11779/CJGE201512024
|
Dong L,Wang L M,Xia K,Yuan X M. 2015. Improvement of SPT-based liquefaction discrimination methods for fines-containing sandy soils[J]. Chinese Journal of Geotechnical Engineering,37(12):2320–2325 (in Chinese).
|
李兆焱,袁晓铭. 2016. 2016年台湾高雄地震场地效应及砂土液化破坏概述[J]. 地震工程与工程振动,36(3):1–7.
|
Li Z Y,Yuan X M. 2016. Seismic damage summarization of site effect and soil liquefaction in 2016 Kaohsiung earthquake[J]. Earthquake Engineering and Engineering Vibration,36(3):1–7 (in Chinese).
|
刘恢先. 1989. 唐山大地震震害[M]. 北京: 地震出版社: 301−338.
|
Liu H X. 1989. Earthquake Damage of the Tangshan Earthquake[M]. Beijing: Seismological Press: 301−338 (in Chinese).
|
孙锐,袁晓铭. 2004. 液化土层地震动特征分析[J]. 岩土工程学报,26(5):684–690. doi: 10.3321/j.issn:1000-4548.2004.05.023
|
Sun R,Yuan X M. 2004. Analysis on feature of surface ground motion for liquefied soil layer[J]. Chinese Journal of Geotechnical Engineering,26(5):684–690 (in Chinese).
|
孙锐,袁晓铭. 2010. 场地液化对反应谱影响评价[J]. 应用基础与工程科学学报,18(增刊1):173–180.
|
Sun R,Yuan X M. 2010. Evaluation for effect of site liquefaction on response spectrum[J]. Journal of Basic Science and Engineering,18(S1):173–180 (in Chinese).
|
袁晓铭,曹振中. 2014. 基于土层常规参数的液化发生概率计算公式及其可靠性研究[J]. 土木工程学报,47(4):99–108.
|
Yuan X M,Cao Z Z. 2014. Conventional soils parameters-based liquefaction probabilistic evaluation formula and its reliability analysis[J]. China Civil Engineering Journal,47(4):99–108 (in Chinese).
|
中华人民共和国国家质量监督检验检疫总局, 中国国家标准化管理委员会. 2015. GB 18306—2015中国地震动参数区划图[S]. 北京: 中国标准出版社: 239−241.
|
General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China, Standardization Administration of the People’s Republic of China. 2016. GB 18306−2015 Seismic Ground Motion Parameters Zonation Map of China[S]. Beijing: China Standards Publishing House: 239−241 (in Chinese).
|
Building Seismic Safety Council, The Federal Emerency Management Agency. 2009. NEHRP Recommended Seismic Provisions[R]. Washington D C: Building Seismic Safety Council: 5−9.
|
Chen L W,Yuan X M,Sun R. 2011. Simplified modeling of ground motion on liquefied sites under seismic loading[J]. Adv Mater Res,243/249:2842–2851. doi: 10.4028/www.scientific.net/AMR.243-249.2842
|
Cubrinovski M,Bradley B A,Wotherspoon L,Green R,Bray J,Wood C,Pender M,Allen J,Bradshaw A,Rix G,Taylor M,Robinson K,Henderson D,Giorgini S,Ma K,Winkley A,Zupan J,O’Rourke T,DePascale G,Wells D. 2011. Geotechnical aspects of the 22 February 2011 Christchurch earthquake[J]. Bull New Zealand Soc Earthq Eng,44(4):205–226.
|
European Committee for Standardization. 2004. EN 1998-1 Eurocode 8: Design of Structures for Earthquake Resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings[S]. Brussells: Management Centre: 19−30.
|
Holzer T L,Youd T L,Hanks T C. 1989. Dynamics of liquefaction during the 1987 Superstition Hills,California,earth-quake[J]. Science,244(4900):56–59. doi: 10.1126/science.244.4900.56
|
Idriss I M, Boulanger R W. 2008. Liquefaction During Earthquake[M]. Oakland: Earthquake Engineering Research Institute.
|
Idriss I M,Boulanger R W. 2015. 2nd Ishihara lecture:SPT- and CPT-based relationships for the residual shear strength of liquefied soils[J]. Soil Dyn Earthq Eng,68:57–68. doi: 10.1016/j.soildyn.2014.09.010
|
International Code Council. 2004. 2003 International Building Code[S]. Falls Church: International Code Council, INC: 16-77−16-106.
|
Ishihara K,Yoshimine M. 1992. Evaluation of settlements in sand deposits following liquefaction during earthquakes[J]. Soils Found,32(1):173–188. doi: 10.3208/sandf1972.32.173
|
Seed H B, Idriss I M. 1970. A Simplified Procedure for Evaluating Soil Liquefaction Potential, U. S. Earthquake Engineering Research Centre Report No. EERC 70-9[R]. Berkeley: University of California at Berkeley: 1249−1273.
|
The Council of Standards of New Zealand. 2004. NZS 1170.5: 2004 Structural Design Actions Part 5: Earthquake Actions - New Zealand[S]. Wellington: New Zealand Standard: 10−33.
|
Youd T L. 1998. Screening Guide for Rapid Assessment of Liquefaction Hazard at Highway Bridge Sites, Technical Report MCEER-98-0005[R]. Buffalo: Multidisciplinary Center for Earthquake Engineering Research: 58.
|
Youd T L,Holzer T L. 1994. Piezometer performance at wildlife liquefaction site,California[J]. J Geotech Eng,120(6):975–995. doi: 10.1061/(ASCE)0733-9410(1994)120:6(975)
|
Youd T L,Idriss I M. 2001. Liquefaction resistance of soils:summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils[J]. J Geotech Geoenviron Eng,127(4):297–313. doi: 10.1061/(ASCE)1090-0241(2001)127:4(297)
|
Youd T L,Carter B L. 2005. Influence of soil softening and liquefaction on spectral acceleration[J]. J Geotech Geoenviron Eng,131(7):811–825. doi: 10.1061/(ASCE)1090-0241(2005)131:7(811)
|