Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 39 Issue 6
Turn off MathJax
Article Contents
Abstract
References
ZHANG Tao, CAI Guo-jun, LIU Song-yu, DUAN Wei-hong, WANG Peng-cheng. Experimental study on strength characteristics and micromechanism of rubber-sand mixtures[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 1082-1088. DOI: 10.11779/CJGE201706014
Citation: ZHANG Tao, CAI Guo-jun, LIU Song-yu, DUAN Wei-hong, WANG Peng-cheng. Experimental study on strength characteristics and micromechanism of rubber-sand mixtures[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 1082-1088. DOI: 10.11779/CJGE201706014
shu

Experimental study on strength characteristics and micromechanism of rubber-sand mixtures

  • 1. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China;
    2. Faculty of Engineering, China University of Geosciences, Wuhan 430074, China;
    3. Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety (Southeast University), Nanjing 210096, China

More Information
  • Received Date: March 04, 2016
  • Published Date: June 24, 2017
    Graphical Abstract
    • Abstract
  • To illustrate the variation laws of strength characteristics and micromechanism of rubber-sand mixtures, a series of laboratory tests including direct shear tests, unconfined compressive strength tests and scanning electron microscopy analysis are conducted to study the effects of rubber fraction, vertical stress and curing time on the shear strength, internal friction angle, stress-strain characteristics and unconfined compression strength of sand-rubber mixtures. Moreover, the variations of microstructure of rubber-sand mixtures are qualitatively evaluated, and the micromechanisms of the mixtures are also discussed. The experimental results show that the density of rubber-sand mixtures decreases linearly with the increase in rubber fraction. Addition of rubber chip can reduce the shear strength and unconfined compression strength of mixtures. The relationship between internal friction angle and rubber fraction is linear. The stress-strain characteristics of rubber-sand mixtures exhibit a tendency to change from “brittle” to “ductile” with the increase in rubber fraction. Some force chains are generated to support the external loading when the rubber fraction is low. Rubber chips often play an important role in preventing the slipping and buckling of sand particles. The rubber-sand mixtures with high rubber fraction mainly rely on the large deformation of rubber chips to support the loading.
    • FullText(HTML)
    • References (20)
  • [1]
    辛 凌, 刘汉龙, 沈 扬, 等. 废弃轮胎橡胶颗粒轻质混合土强度特性试验研究[J]. 岩土工程学报, 2010, 32(3): 428-433. (XIN Ling, LIU Han-long, SHEN Yang, et al. Consolidated undrained triaxial compression tests on lightweight soil mixed with rubber chips of scrap tires[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3): 428-433. (in Chinese))
    [2]
    方 芳, 周勇敏, 张 继. 废轮胎回收制胶粉及其应用进展[J]. 材料科学与工程学报, 2007, 25(1): 164-168. (FANG Fang, ZHOU Yong-min, ZHANG Ji. Advances in recycling of waste tyre for preparation of powdered rubber and its applications[J]. Journal of Materials Science and Engineering, 2007, 25(1): 164-168. (in Chinese))
    [3]
    TSOI W Y, LEE K M. Mechanical properties of cemented scrap rubber tyre chips[J]. Géotechnique, 2010, 60(2): 133-141.
    [4]
    张正甫, 刘松玉, 蔡光华, 等. 废旧轮胎在道路工程中的研究进展[J]. 土木工程学报, 2015, 48(增刊2): 361-368. (ZHANG Zheng-fu, LIU Song-yu, CAI Guang-hua, et al. Research progress of scrap tires used in road engineering[J]. China Civil Engineering Journal, 2015, 48(S2): 361-368. (in Chinese))
    [5]
    李朝晖, 张虎元. 废轮胎颗粒与黄土混合物压实性能研究[J]. 岩土力学, 2010, 31(12): 3715-3720. (LI Zhao-hui, ZHANG Hu-yuan. Compaction properties of granulated rubber and loess mixtures[J]. Rock and Soil Mechanics 2010, 31(12): 3715-3720. (in Chinese))
    [6]
    TAFRESHI S N M, MEHRJARDI G T, DAWSON A R. Buried pipes in rubber-soil backfilled trenches under cyclic loading[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(11): 1346-1356.
    [7]
    HENNEBERT P, LAMBERT S, FOUILLEN F, et al. Assessing the environmental impact of shredded tires as embankment fill material[J]. Canadian Geotechnical Journal, 2014, 51(5): 469-478.
    [8]
    SANTONI R L, TINGLE J S, WEBSTER S L. Engineering properties of sand-fiber mixtures for road construction[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(3): 258-268.
    [9]
    CHRIST M, PARK J B, HONG S S. Laboratory observation of the response of a buried pipeline to freezing rubber-sand backfill[J]. Journal of Materials in Civil Engineering, 2010, 22(9): 943-950.
    [10]
    PAMUKCU S, AKBULUT S. Thermoelastic enhancement of damping of sand using synthetic ground rubber[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(4): 501-510.
    [11]
    AYDILEK A H, MADDEN E T, DEMIRKAN M M. Field evaluation of a leachate collection system constructed with scrap tires[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(8): 990-1000.
    [12]
    EDIL T B, BOSSCHER P J. Engineering properties of tire chips and soil mixtures[J]. Geotechnical Testing Journal, 1994, 17(4): 453-464.
    [13]
    BERNAL A, SALGADO R, SWAN R H, et al. Interaction between tire shreds, rubber-sand and geosynthetics[J]. Geosynthetics International, 1997, 4(6): 623-643.
    [14]
    LEE J S, DODDS J, SANTAMARINA J C. Behavior of rigid-soft particle mixtures[J]. Journal of Materials in Civil Engineering, 2007, 19(2): 179-184.
    [15]
    KIM Y T, KANG H S. Engineering characteristics of rubber-added lightweight soil as a flowable backfill material[J]. Journal of Materials in Civil Engineering, 2011, 23: 1289-1294.
    [16]
    段伟宏, 张 涛, 蔡国军. 橡胶颗粒-砂混合物压缩特性试验研究[J]. 工程地质学报, 2015, 23(增刊1): 200-204. (DUAN Wei-hong, ZHANG Tao, CAI Guo-jun. Expermental study on compressibility characteristic of rubber-sands mixtures[J]. Journal of Engineering Geology, 2015, 23(S1): 200-204. (in Chinese))
    [17]
    SENETAKIS K, ANASTASIADIS A, PITILAKIS K. Dynamic properties of dry sand/rubber (SRM) and gravel/rubber (GRM) mixtures in a wide range of shearing strain amplitudes[J]. Soil Dynamics and Earthquake Engineering, 2012, 33(1): 38-53.
    [18]
    BOLTON M D. The strength and dilatancy of sands[J]. Géotechnique, 1986, 36(1): 65-78.
    [19]
    ZHANG T, CAI G, LIU S, et al. Laboratory observation of engineering properties and deformation mechanisms of cemented rubber-sand mixtures[J]. Construction and Building Materials, 2016, 120: 514-523.
    [20]
    LEE C, TRUONG Q H, LEE J S. Cementation and bond degradation of rubber-sand mixtures[J]. Canadian Geotechnical Journal, 2010, 47(7): 763-774.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(11)

    1. 丁凡煜，孙伟，张盛友，张攀科，文瑶，蔡发雄，朱艾伦. 高炉粒化矿渣协同矿化封存CO_2对充填体强度影响机制分析. 高校化学工程学报. 2025(01): 157-166 .
    2. 闵凡路，申政，李彦澄，袁大军，陈健，李凯. 盾构淤泥质废弃黏土氧化镁固化-碳化试验及碳化机制研究. 岩土力学. 2024(02): 364-374 .
    3. 孔祥辉，梁允鹏，崔帅，王潇康，张思峰. 活性MgO碳化固化疏浚底泥的影响因素及作用机理. 建筑材料学报. 2024(07): 620-628 .
    4. 刘小金，吴超凡，甄西东，王亚平，赖雄. 固化剂及固化土耐久性研究现状浅析. 湖南交通科技. 2023(01): 43-47 .
    5. 金胜赫，王修山，吴越鹏. 矿渣-脱硫石膏-电石渣固化剂固化黏土的研究. 工程地质学报. 2023(02): 397-408 .
    6. 张鹤年，穆琳，席培胜，阚梦璇，胡彩云. 氧化镁碳化生土砌块微观结构研究进展. 安徽科技学院学报. 2022(02): 69-74 .
    7. 马学通，高德彬，雷颖，严耿升. 高含水率疏浚底泥固化及强度预测模型. 中国农村水利水电. 2022(09): 101-105 .
    8. 陈鑫，俞峰，洪哲明，潘黎芳，刘兴旺，李瑛. 新型GS固化土与水泥土的力学特性对比研究. 工程地质学报. 2022(04): 1111-1121 .
    9. 陈学军，班如龙，宋宇，李辉，潘宗源，王建强. 初始含水率对活性MgO碳化红黏土特性的影响. 中国科技论文. 2022(12): 1317-1324 .
    10. 董博闻，王修山，沈森杰. 基于正交试验的复合土壤固化剂配合比设计研究. 人民长江. 2021(09): 193-197 .
    11. 王伟，周航，李健，李娜. 碳化过程对水泥土力学特性影响的研究与评价. 铁道科学与工程学报. 2021(12): 3239-3246 .

    Other cited types(11)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(22)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return