[1] 汪闻韶. 土的动力强度和液化特性[M]. 北京: 中国电力出版社, 1997.(Wang Wenshao. Dynamic strength and liquefaction characteristics of soil[M]. Beijing: China Electric Power Press, 1997. (in Chinese))
[2] 周元, 刘荣毅, 夏朝娟, 等. 青草沙水库围堤地基液化危害分析与治理研究[J]. 上海国土资源, 2021, 42(4): 96-100.(Zhou Yuan, Liu Rongyi, Xia Zhaojuan, et al. Analysis and treatment of liquefaction hazards in the embankment of Qingcaosha Reservoir[J]. Shanghai Land and Resources, 2021, 42(4): 96-100. (in Chinese))
[3] 涂兵雄, 胡舜娥, 刘士雨, 等. 水泥固化漳州滨海风积砂液化特征试验研究[J]. 地下空间与工程学报, 2019, 15(2): 402-408. (Tu Bingxiong, Hu Shune, Liu Shiyu, et al. Experimental study on liquefaction characteristics of cementified aeolian sand in Zhangzhou Coast [J]. Chinese Journal of Underground Space and Engineering, 2019, 15(2): 402-408. (in Chinese))
[4] 董正方, 王仁辉, 曹献伟, 等. 黄泛区粉砂土动强度与抗液化强度试验研究[J]. 地震工程学报, 2021, 43(1): 162-168, 186.(Dong Zhengfang, Wang Renhui, Cao Xianwei, et al. Experimental study of dynamic and anti-liquefaction strengths of silty sand in Yellow River Flood Area[J]. China Earthquake Engineer Jouenal, 2021, 43(1): 162-168, 186. (in Chinese))
[5] 张晨阳, 谌民, 胡明鉴, 等.细颗粒组分含量对钙质砂抗剪强度的影响[J]. 岩土力学, 2019, 40(增1): 195-202.(Zhang Chenyang, Chen Min, Hu Mingjian, et al. Effect of fine particles content on shear strength of calcareous sand[J]. Rock and Soil Mechanics, 2019, 40(Supp.1): 195-202. (in Chinese))
[6] Carraro J A H, Prezzi M, Salgado R. Shear strength and stiffness of sands containing plastic or nonplastic fines[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(9): 1167-1178.
[7] 朱建群, 孔令伟, 钟方杰. 粉粒含量对砂土强度特性的影响[J]. 岩土工程学报, 2007, 29(11): 1647-1652.(Zhu Jianqun, Kong Lingwei, Zhong Fangjie. Effect of powder content on strength characteristics of sand[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1647-1652. (in Chinese))
[8] 陈国兴, 刘雪珠. 循环荷载作用下南京片状细砂的不排水动力性态[J]. 岩土工程学报, 2009, 31(10): 1498-1504.(Chen Guoxing, Liu Xuezhu. Undrained dynamic behavior of Nanjing flake fine sand under cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(10): 1498-1504. (in Chinese))
[9] 吴琪, 杨铮涛, 刘抗, 等. 细粒含量对饱和珊瑚砂动力变形特性影响试验研究[J]. 岩土工程学报, 2022, 44(8): 1386-1396.(Wu Qi, Yang Zhengtao, Liu Kang, et al. Experimental study on the influence of fine particle content on dynamic deformation characteristics of saturated coral sand[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(8): 1386-1396. (in Chinese))
[10] Polito C P, Martin II J R. Effects of nonplastic fines on the liquefaction resistance of sands[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(5): 408-415.
[11] Stamatopoulos C A. An experimental study of the liquefaction strength of silty sands in terms of the state parameter[J]. Soil Dynamics and Earthquake Engineering, 2010, 30(8): 662-678.
[12] Porcino D D, Diano V. The influence of non-plastic fines on pore water pressure generation and undrained shear strength of sand-silt mixtures[J]. Soil Dynamics and Earthquake Engineering, 2017, 101: 311-321.
[13] Yasuda S, Harada K, Ishikawa K, et al. Characteristics of liquefaction in Tokyo Bay area by the 2011 Great East Japan earthquake[J]. Soils and Foundations, 2012, 52(5): 793-810.
[14] Finn W D L, Bransby P L, Pickering D J. Effect of strain history on liquefaction of sand[J]. Journal of Soil Mechanics and Foundations Division, 1970, 96(6): 1917-1933.
[15] Suzuki T, Toki S. Effect of preshearing on liquefaction characteristics of saturated and subjected to cyclic loading[J]. Soils and Foundations, 1984, 12(2): 16-28.
[16] 潘华, 陈国兴, 刘汉龙. 饱和南京细砂液化后大变形特性试验研究[J]. 岩石力学与工程学报, 2011, 30(7): 1475-1481. (Pan Hua, Chen Guoxing, Liu Hanlong. Experimental study on large deformation characteristics of saturated Nanjing fine sand after liquefaction[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(7): 1475-1481. (in Chinese))
[17] 周云东, 袁印龙, 王志华. 饱和砂土地震液化后地面大位移特性研究[J]. 防灾减灾工程报, 2012(6): 720-724.(Zhou Yundong, Yuan Yinlong, Wang Zhihua. Research on large displacement characteristics of ground after earthquake liquefaction of saturated sand[J]. Journal of Disaster Prevention and Mitigation Engineering, 2012(6): 720-724. (in Chinese))
[18] 张振东, 栾茂田, 金丹, 等. 循环预剪作用对饱和松砂抗液化强度影响[J]. 大连理工大学学报, 2010, 50(1): 111-116.(Zhang Zhendong, Luan Maotian, Jin Dan, et al. Effect of cyclic pre-shear on liquefaction strength of saturated pine sand[J]. Journal of Dalian University of Technology, 2010, 50(1): 111-116. (in Chinese))
[19] Emery J J, Finn D W L, Lee K W. Uniformity of saturated sand specimen[M]. Evaluation of relative density and its role in geotechnical projects involving cohesionless soils, 1973.
[20] Oda M, Kawamoto K, Suzuki K. Microstructural interpretation on reliquefaction of saturated granular soils under cyclic loading[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(5): 416-423.
[21] Yang J, Wei L M. Collapse of loose sand with the addition of fines: the role of particle shape[J]. Geotechnique, 2012, 62(12): 1111-1125.
[22] Been K, Jefferies M G. A state parameter for sands[J]. Geotechnique, 1985, 35(2): 99-112.
[23] 王涛, 刘斯宏, 宋迎俊, 等. 基于骨架孔隙比的土石混合料强度变形特性[J]. 岩土力学, 2020, 41(9): 2973-2983.(Wang Tao, Liu Sihong, Song Yingjun, et al. Strength and deformation characteristics of soil-rock mixture based on skeleton pore ratio[J]. Rock and Soil Mechanics, 2020, 41(9): 2973-2983. (in Chinese))
[24] 符新军, 赵仲辉. 饱和粉砂不稳定性的试验研究[J]. 岩土力学, 2008, 146(2): 381-385.(Fu Xinjun, Zhao Zhonghui. Experimental study on instability of saturated silt[J]. Rock and Soil Mechanics, 2008, 146(2): 381-385. (in Chinese))
[25] Yang Z X, Pan K. Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect[J]. Soil Dynamics and Earthquake Engineering, 2017, 92: 68-78.
