›› 2007, Vol. 28 ›› Issue (6): 1280-1284.

• Fundamental Theroy and Experimental Research • Previous Articles    

Research of reinforcement plan for red mud dam and construction processes emulation analysis

ZHANG Bai-ling1，2，ZHU Zhan-yuan2，3，LING Xian-zhang2，ZOU Zu-yin3   

  1. 1. Department of Civil Engineering, Baicheng Normal College, Baicheng 137000, China；2. College of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China；3. Information & Engineering Technology College, Sichuan Agricultural University, Ya’an 625014, China
  • Received:2006-05-29 Online:2007-06-11 Published:2013-09-13

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Abstract: In recent years, the certain red mud dam appears cracking, water penetration and leakage of red mud. The side slope of dam body basically is on the critical stability state. When triggered by some disadvantageous factors, the dam may remain widespread landslide. Based on fully studying geological conditions and frameworks of soil layers in a heap of dam areas, existing condition and formation cause of cracking, deformation course and destructive trend and principal influencing factor of stability and with a plentiful numerical experimentation and simulation analyses, a full-scale plan for reinforcement including draining, improving soil property of slide zone, cutting slope for reducing load, pressing slope base inversely ,reinforced support and slope protection with suspension net by spouting, is put forward. The simulation analysis for reinforcement by construction course proves that the comprehensive plan is scientific and reasonable.

Key words: red mud dam, landslide, stability, plan for reinforcement, simulation

CLC Number: 

  • TV698.2+3
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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