长江科学院院报 ›› 2017, Vol. 34 ›› Issue (2): 52-55.DOI: 10.11988/ckyyb.20161022

• 加筋机理及加筋土结构 • 上一篇    下一篇

某加筋土边坡离心模型试验相似材料研究

周跃峰1,龚壁卫1,周小文2,童军1   

  1. 1. 长江科学院 水利部岩土力学与工程重点实验室,武汉 430010;
    2. 华南理工大学 土木工程系,广州 510641
  • 收稿日期:2016-07-19 修回日期:2016-11-08 出版日期:2017-02-01 发布日期:2017-02-08
  • 作者简介:周跃峰(1982-),男,山西侯马人,高级工程师,博士,主要从事滑坡灾害与边坡工程研究、非饱和土与特殊土研究,(电话)027-82927646(电子信箱)zhou.yuefeng@163.com。
  • 基金资助:
    国家自然科学基金项目(51509018);人社部留学人员科技活动择优资助项目(CKSD2016310/YT);中央级公益性科研院所基本科研业务费项目(CKSF2015037/YT)

Similar Materials in Centrifugal Model Tests on a Reinforced Soil Slope

ZHOU Yue-feng1, GONG Bi-wei1, ZHOU Xiao-wen2, TONG Jun1   

  1. 1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan 430010, China;
    2. Civil Engineering Department, South China University of Technology, Guangzhou 510641, China
  • Received:2016-07-19 Revised:2016-11-08 Online:2017-02-01 Published:2017-02-08

摘要: 离心模型试验的准确性与可靠性取决于模型与原型的相似程度,选择合理的相似材料是离心模型试验的关键环节。以广州某垃圾填埋场挡坝加筋边坡的工程设计为背景,为合理开展离心模型试验,选取6种编织布进行分析。考虑强度相似原则和界面摩擦因素,基于窄条拉伸试验、直剪摩擦试验合理比选相似替代材料。按该边坡设计方案,模型边坡在离心场中能够保持稳定。边坡设计中应进一步参照数值分析和工程类比进行方案确定。如按强度相似进行材料选择,通过调整模型土层厚度,所选择的6种材料可对抗拉强度在13~360 kN/m的土工布进行模拟。

关键词: 加筋土, 边坡, 离心模型试验, 相似材料, 界面强度

Abstract: The accuracy and reliability of a centrifuge model test depend on the similarity between the model and the prototype. Selection of a reasonable similar material is a key procedure of the centrifuge model test. The background of this study is the engineering design of a retaining dam for garbage deposit in Guangzhou City. A total of six types of woven-cloth were analyzed for the rationality of centrifugal model test. In consideration of strength similarity and interface friction factors, the similar materials were selected based on narrow strip tensile tests and frictional direct shear tests. According to design scheme, the model slope remains stable in the centrifugal field. Numerical analysis and engineering comparison should be taken into account to determine the design scheme. According to strength similarity, the selected materials can be used to simulate geotextiles with 13-360 kN/m tensile strength via adjusting the compacted thickness of each soil layer.

Key words: reinforced soil, slope, centrifugal model test, similar material, interface strength

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