[1] Leflaive E. Le renforcement des materiaux granulaives avec des fils continues[A]//Second International Conference on Geotextiles[C]. Las Vegas:Academic Press,1982:60-71.
[2] Leflaive E. Un nouveau materiaux:Le texsol-bulletin de liaison des laboratoire des ponts et chaussees[J]. Geotextiles and Geomembranes,1983,1:36-49.
[3] Leflaive E. Le renforcement des sols par fils continues[A]//Third International Conference on Geotextile[C]. Vienna:CRC Press,1986: 36-49.
[4] 熊有言.土工合成纤维土[J]. 中国公路学报,1990,3(4):84-88. (Xiong Youyan. Texsol[J]. China Journal of Highway and Transport, 1990,3(4):84-88.(in Chinese))
[5] 王德银,唐朝生,李建,等. 纤维加筋非饱和黏性土的剪切强度特性[J]. 岩土工程学报,2013,35(10):1933-1940.(Wang Deyin, Tang Chaosheng, Li Jian, et al. Shear strength characteristics of fiber-reinforced unsaturated cohesive soils[J]. Chinese Journal of Geotechnical Engineering, 2013,35(10):1933-1940.(in Chinese))
[6] 璩继立,江海洋,赵冬雪,等. 上海黏土掺入聚乙烯醇纤维后的强度试验研究[J]. 水资源与水工程学报,2015,26(5):182-185.(Qu Jili, Jiang Haiyang, Zhao Dongxue, et al. Study on strength experiment after incorporating polyvinyl alcohol fiber into Shanghai clay[J]. Journal of Water Resources and Water Engineering, 2015,26(5):182-185.(in Chinese))
[7] Tang Q, Kim H J, Endo K, et al. Size effect on lysimeter test evaluating the properties of construction and demolition waste leachate[J]. Soils and Foundations, 2015,55(4):720-736.
[8] 邓友生,吴鹏,赵明华,等.基于最优含水率的聚丙烯纤维增强膨胀土强度研究[J]. 岩土力学,2017,38(2):349-353.(Deng Yousheng, Wu Peng, Zhao Minghua, et al. Strength of expansive soil reinforced by polypropylene fiber under optimal water content[J]. Rock and Soil Mechanics, 2017,38(2):349-353.(in Chinese))
[9] 刘羽健,姚志华,王天,等. 纤维加筋复合固化黄土的强度特性研究[J]. 路基工程,2017(2):60-63.(Liu Yujian, Yao Zhihua, Wang Tian, et al. Study on strength characteristics of compound stabilized loess in fiber reinforcement[J]. Subgrade Engineering, 2017(2):60-63.(in Chinese))
[10] Tang Q, Gu F, Gao Y F, et al. Desorption characteristics of Cr, Mn and Ni in contaminated soil using citric acid and citric acid containing waste water[J]. Soils and Foundations, 2018, 58(5):50-64.
[11] Zornberg J G. Geosynthetic reinforcement in landfill design: US perspectives[J]. Geotechnical Special Publication, 2005, 130:1-12.
[12] 唐朝生,施斌,顾凯. 纤维加筋土中筋/土界面相互作用的微观研究[J]. 工程地质学报,2011,19(4):610-614.( Tang Chaosheng, Shi Bin, Gu Kai. Microstructural study on interfacial interactions between fiber reinforcement and soil[J]. Journal of Engineering Geology, 2011,19(4):610-614.(in Chinese))
[13] 魏丽,柴寿喜,刘著,等.以扫描电镜与核磁共振指标评价冻融纤维加筋土的抗压强度[J]. 岩土力学,2022,43(增2):163-170.(Wei Li, Chai Shouxi, Liu Zhu, et al. Evaluation on compressive strength of fiber reinforced soil under freeze-thaw cycles by scanning election microscopy and nuclear magnetic resonance[J]. Rock and Soil Mechanics, 2022,43(Supp.2):163-170.(in Chinese))
[14] 冯德銮,肖雪莉,梁仕华. 一个基于微观界面滑移效应的纤维加筋砂土抗剪强度理论模型[J]. 工业建筑,2021,51(10):147-156, 140.(Feng Deluan, Xiao Xueli, Liang Shihua. A theoretical model of shear strength for fiber-reinforced sandy soil based the micro interface slip effect[J]. Industrial Construction, 2021,51(10):147-156, 140.(in Chinese))
[15] 荣德政,唐朝生,曾浩,等. 纤维加筋土坯的蒸发过程及抗拉强度特性[J]. 岩土工程学报,2021,43(4):670-678.(Rong Dezheng, Tang Chaosheng, Zeng Hao, et al. Evaporation process and tensile behavior of fiber-reinforced rammed earth[J]. Chinese Journal of Geotechnical Engineering, 2021,43(4):670-678.(in Chinese))
[16] Shao W, Cetin B, Li Y, et al. Experimental investigation of mechanical properties of sands reinforced with discrete randomly distributed fiber[J]. Geotechnical and Geological Engineering,2014,32:901-910.
[17] Bahadori H, Manafi S. Effect of tyre chips on dynamic properties of saturated sands[J]. International Journal of Physical Modelling in Geotechnics,2015,15(3):116-128.
[18] Kirar B, Maheshwari B K, Jakka R S. Dynamic properties of Solani sand reinforced with coir fibers[A]//15th World Conference on Earthquake Engineering[C].Lisbon, Portugal,2012: 15.
[19] Sadeghi M M, Beigi F H, Dynamic behavior of reinforced clayey sand under cyclic loading[J]. Geotextiles and Geomembranes,2014,42(5):564-572.
[20] Ghiassian H, Shahnazari H, Noorzad A, et al. Nonlinear behavior of fine sand reinforced with carpet waste strips in undrained cyclic loading[J]. Kuwait Journal of Science and Engineering,2012,39(1B):15-36.
[21] 褚峰,罗静波,邓国华,等. 纤维纱加筋黄土动力变形动强度及震陷特性试验研究[J]. 岩石力学与工程学报,2020,39(1):177-190.(Chu Feng, Luo Jingbo, Deng Guohua, et al. Experimental study of dynamic deformation and strength properties and seismic subsidence characteristics of fiber yarn reinforced loess[J]. Chinese Journal of Rock Mechanics and Engineering, 2020,39(1):177-190.(in Chinese))
[22] 中华人民共和国行业标准编写组. 土工试验规程(SL237—1999)[S].北京:中国水利水电出版社,1999. (The Professional Standards Compilation Group of the People's Republic of China. Specification of soil test[S]. Beijing: China Water and Power Press, 1999. (in Chinese))
[23] 刘祖典.黄土力学与工程[M].西安:陕西科技出版社,1997. (Liu Zudian. Loess mechanics and engineering[M].Xi'an:Shaanxi Science and Technology Press, 1997.(in Chinese))
[24] 褚峰. 一种描述纤维加筋土加固效果定量化参数的确定方法[P].中国:202010328737, 2020-04-23.(Chu Feng. Determination method for describing quantitative parameters of fiber reinforced soil reinforcement effect[P].China: 202010328737, 2020-04-23.(in Chinese))
[25] 褚峰,邵生俊,邓国华,等. 纤维纱加筋黄土一维蠕变特性试验研究[J]. 岩石力学与工程学报,2022,41(5):1054-1066.(Chu Feng, Shao Shengjun, Deng Guohua, et al. Experimental study on one dimensional creep behavior of loess reinforced with fiber yarn[J]. Chinese Journal of Rock Mechanics and Engineering, 2022,41(5):1054-1066.(in Chinese))
[26] 栗润德,张鸿儒,白晓红,等. 不同含水量下原状黄土动强度和震陷的试验研究[J]. 工程地质学报,2007,15(5):694-699.( Li Runde, Zhang Hongru, Bai Xiaohong, et al. Dynamic shear strength and seismic subsidence of intact loess with different water contents from dynamic triaxial testing[J]. Journal of Engineering Geology, 2007,15(5):694-699.(in Chinese))
[27] 巫志辉,谢定义,余雄飞.洛川黄土动变形强度特性的研究[J]. 水利学报,1994(12):67-71. (Wu Zhihui, Xie Dingyi, Yu Xiongfei.Study on dynamic deformation and strength characteristics of Luochuan loess[J]. Journal of Hydraulic Engineering, 1994(12):67-71.(in Chinese))
