纤维纱加筋黄土一维蠕变特性试验研究

doi:10.13722/j.cnki.jrme.2021.0644

Abstract
Figure/Table
References (0)
Related Citation (15)

Download: PDF (54346 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The Loess reinforced with fiber yarn was prepared by adding a certain proportion and length of fiber yarn，originating from waste textile fabric through opening，combing and cutting，into loess，and one dimensional creep deformation characteristics of fiber reinforced loess under different vertical loads were studied by using one-dimensional creep apparatus. The test results show that，under different vertical loads，the creep strain of the fiber reinforced loess is smaller than that of the plain loess，indicating that fiber yarn reinforcement has a positive effect on restraining the creep deformation of loess. When the vertical load is greater than 400 kPa，the time for the fiber reinforced loess to reach stable creep is longer than that of the plain loess. With increasing the proportion and the length of fiber yarn，the creep strain of the loess reinforced by fiber yarn first decreases and then increases. The optimum blending ratio and the optimum blending length of fiber yarn are 0.3% and 30 mm respectively. The creep index expression was constructed to reflect the long-term strength stability of soil after entering the creep stage. When the vertical load is between 400 and 800 kPa，the creep index increases significantly. When the vertical load is greater than 800 kPa，the creep index tends to be stable. Based on the data of one-dimensional creep test，an empirical model of one-dimensional creep of loess reinforced with fiber yarn is established considering the influence of fiber yarn proportion and fiber yarn length.

Key words： soil mechanics fiber yarn reinforced loess creep test creep model

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	CHU Feng1
	SHAO Shengjun2
	DENG Guohua3
	CHEN Cunli2

Cite this article:

CHU Feng1,SHAO Shengjun2,DENG Guohua3, et al. Experimental study on one dimensional creep behavior of loess reinforced with fiber yarn[J]. , 2022, 41(5): 1054-1066.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2021.0644 OR https://rockmech.whrsm.ac.cn/EN/Y2022/V41/I5/1054

[1] LEFLAIVE E. Le renforcement des materiaux granulaives avec des fils continues[C]// Second International Conference on Geotextiles.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[C]// The 3rd International Conference on Geotextile.Vienna：CRC Press 1986：36–49.
[4] 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)：1 933–1 940.(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)：1 933–1 940.(in Chinese))
[5] 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))
[6] 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.
[7] 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))
[8] 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))
[9] 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.
[10] ZORNBERG J G. Geosynthetic reinforcement in landfill design：US perspectives[J]. Geotechnical Special Publication，2005，(130)：1–12.
[11] 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))
[12] 张丹，许强，郭莹. 玄武岩纤维加筋膨胀土的强度与干缩变形特性试验[J]. 东南大学学报：自然科学版，2012，42(5)：975–980.(ZHANG Dan，XU Qiang，GUO Ying. Experiments on strength and shrinkage of expansive soil with basalt fiber reinforcement[J]. Journal of Southeast University：Natural Science，2012，42(5)：975–980.(in Chinese))
[13] 刘建龙，侯天顺，骆亚生. 棉纤维加筋土无侧限抗压强度试验研究[J]. 水力发电学报，2018，37(2)：12–21.(LIU Jianlong，HOU Tianshun，LUO Yasheng. Unconfined compressive strength of synthetic cotton fibers reinforced soil[J]. Journal of Hydroelectric Engineering，2018，37(2)：12–21.(in Chinese))
[14] 李军世，孙钧. 上海淤泥质黏土的Mesri蠕变模型[J]. 土木工程学报，2001，34(6)：74–79.(LI Junshi，SUN Jun. Mesri?s creep model for Shanghai silt-clay[J]. China Civil Engineering Journal，2001，34(6)：74–79.(in Chinese))
[15] 陈晓雪，独莎莎，张丹，等. 纤维加筋膨胀土的三轴蠕变特性试验研究[J]. 工程地质学报，2017，25(1)：80–87.(CHEN Xiaoxue，DU Shasha，ZHANG Dan，et al. Triaxial creep properties of fiber reinforced expansive soil[J]. Journal of Engineering Geology，2017，25(1)：80–87. (in Chinese))
[16] 董吉. 木质素纤维对贵阳红黏土物理力学性质影响的试验研究[硕士学位论文][D]. 贵阳：贵州大学，2019.(DONG Ji. Experimental study on the effect of lignin fiber on the physical and mechanical properties of Guiyang red clay[M. S. Thesis][D]. Guiyang：Guizhou University，2019.(in Chinese))
[17] 王新刚，谷天峰，王家鼎. 基质吸力控制下的非饱和黄土三轴蠕变试验研究[J]. 水文地质工程地质，2017，44(4)：57–61.(WANG Xingang，GU Tianfeng，WANG Jiading. Research on the triaxial creep test of unsaturated loess under the matric suction control[J]. Hydrogeology and Engineering Geology，2017，44(4)：57–61.(in Chinese))
[18] 张豫川，高飞，吕国顺，等. 基于黄土蠕变试验的高填方地基沉降的数值模拟[J].科学技术与工程，2018，18(30)：220–227.(ZHANG Yuchuan，GAO Fei，LV Guoshun，et al. Numerical simulation of high fill foundation settlement based on creep test of loess[J]. Science Technology and Engineering，2018，18(30)：220–227.(in Chinese))
[19] 谷拴成，胡春晖，黄荣宾. 基于一维固结仪的黄土蠕变试验方法[J].长江科学院院报，2018，35(11)：91–95.(GU Shuancheng，HU Chunhui，HUANG Rongbin. Test method of loess creep based on one-dimensional consolidation instrument[J]. Journal of Yangtze River Scientific Research Institute，2018，35(11)：91–95.(in Chinese))
[20] 张吉宏，段钊，唐皓. 蠕变对河流侧蚀型黄土滑坡影响的数值模拟[J]. 人民黄河，2020，42(2)：142–146.(ZHANG Jihong，DUAN Zhao，TANG Hao. Numerical simulation of the effect of creep on loess landslide caused by lateral river erosion[J]. Yellow River，2020，42(2)：142–146.(in Chinese))
[21] 单帅，谢婉丽，朱荣森，等. 加卸荷条件下延安新区压实黄土蠕变特性研究[J]. 干旱区资源与环境，2021，35(7)：146–157.(SHAN Shuai，XIE Wanli，ZHU Rongsen，et al. Study on the creep characteristics of compacted loess in Yan'an New Area under the condition of unloading[J]. Journal of Arid Land Resources and Environment，2021，35(7)：146–157.(in Chinese))
[22] 吴燕开，牛斌，桑贤松. 随机分布剑麻纤维加筋土力学性能试验研究[J]. 水文地质工程地质，2012，39(6)：77–81.(WU Yankai，NIU Bin，SANG Xiansong. Experimental study of mechanical properties of soil randomly included with sisal fiber[J]. Hydrogeology and Engineering Geology，2012，39(6)：77–81.(in Chinese))
[23] 柴寿喜，石茜. 加筋长度和加筋率下的稻草加筋土强度特征[J]. 解放军理工大学学报：自然科学版，2012，13(6)：646–650.(CHAI Shouxi，SHI Qian. Strength and deformation of saline soil reinforced with rice straw[J]. Journal of PLA University of Science and Technology：Natural Science，2012，13(6)：646–650.(in Chinese))
[24] 璩继立，俞汉宁，江海洋，等. 棕榈丝与麦秸秆丝加筋土无侧限抗压强度比较[J]. 地下空间与工程学报，2015，11(5)：1 216–1 220. (QU Jili，YU Hanning，JIANG Haiyang，et al. Comparison of unconfined compressive strength of soil reinforced by palm fiber or wheat straw fiber[J]. Chinese Journal of Underground Space and Engineering，2015，11(5)：1 216–1 220.(in Chinese))
[25] 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.
[26] 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.
[27] KIRAR B，MAHESHWARI B K，JAKKA R S. Dynamic properties of Solani sand reinforced with coir fibers[J]. WceeLisboa，2012，15(6)：236–243.
[28] NOORZAD R，AMINI P F. Liquefaction resistance of Babolsar sand reinforced with randomly distributed fibers under cyclic loading[J]. Soil Dynamics and Earthquake Engineering，2014，66：281–292.
[29] SADEGHI M M，BEIGI F H. Dynamic behavior of reinforced clayey sand under cyclic loading[J]. Geotextiles and Geomembranes，2014，42(5)：564–572.
[30] 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.
[31] SAWICKI A，KULCZYKOWAKI M. Discussion of “effects of reinforcement on liquefaction resistance of solani sand”by B. K. Maheshwari，H P Singh. and Swami Saran[J]. Journal of Geotechnical and Geoenvironmental Engineering，2013，139(9)：1 633–1 634.
[32] 杨小娟，王小雷. 初探国内外废旧服装回收再利用发展现状[J]. 山东纺织经济，2013，(7)：11–13.(YANG Xiaojuan，WANG Xiaolei. Status quo of reuse and recycle of clothes in China and overseas[J]. Shandong Textile Economy，2013，(7)：11–13.(in Chinese))
[33] 胡雪敏，张海燕. 废弃纺织品的回收和再利用现状[J]. 纺织导报，2006，(7)：52–53.(HU Xuemin，ZHANG Haiyan. Reclaiming of disposable textiles[J]. China Textile Leader，2006，(7)：52–53.(in Chinese))
[34] 林世东. 废旧衣物循环利用进展及建议[J]. 合成纤维，2011，40(8)：17–22.(LIN Shidong. The progress and suggestions of waste garments recycle and reuse[J]. Synthetic Fiber in China，2011，40(8)：17–22.(in Chinese))
[35] 姚穆. 纺织建设与生态文明[J]. 棉纺织技术，2015，43(2)：1–2.(YAO Mu. Textile construction and ecological civilization.[J]. Cotton Textile Technology，2015，43(2)：1–2.(in Chinese))
[36] 龙红明，魏汝飞，李宁，等. 高炉炼铁协同处理城市可燃固废[J].钢铁，2018，53(3)：1–9.(LONG Hongming，WEI Rufei，LI Ning，et al. Disposal of city combustible solid waste by blast furnace[J]. Iron and Steel，2018，53(3)：1–9.(in Chinese))
[37] 张一心.纺织材料[M]. 北京：中国纺织出版社，2017：85–89.(ZHANG Yixin. Textile materials[M]. Beijing：China Textile Press，2017：85–89.(in Chinese))
[38] 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))
[39] 陈宗基. 固结及次时间效应的单向问题[J]. 土木工程学报，1958，5(1)：1–10.(TAN Tjongkie. One-dimensional problems of consolidation and secondary time effects[J]. China Civil Engineering Journal，1958，5(1)：1–10.(in Chinese))