<FONT face=Verdana>土工合成材料与细粒尾矿界面作用特性的试验研究</FONT>

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Abstract Nonferrous copper ore tailing is used as reinforced filler soil in this paper. The interaction characteristics between fine-grained tailings and geosynthetics in different density，moisture content and vertical load are researched by pulling out test. At the same time， the reinforcement mechanism of fine-grained tailings is studied.

Key words： soil mechanics interaction characteristics fine grained tailings geosynthetics pulling out test

Received: 24 October 2002

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https://rockmech.whrsm.ac.cn/EN/ OR https://rockmech.whrsm.ac.cn/EN/Y2004/V23/I03/426

[1]	CHU Feng1, ZHANG Dandong1, LUO Jingbo2, XU Chuanzhao2, WANG Xueyan1, YANG Tao1, HUANG Jiahao3, CHEN Yiran1. Strength deformation and water stability of jute fiber reinforced loess and its modified Duncan-Chang model*[J]. , 2026, 45(6): 1880-1898.