›› 2007, Vol. 28 ›› Issue (S1): 663-668.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis and application of reinforcement technology of deep excavation and slope under bad geological conditions

ZHANG Xiang-yang, LI Huan-qiu, WU Xiang-yun, PANG Wei-bin   

  1. The Third Scientific Research Institute of the Corps of Engineers of PLA, Luoyang 471023, China
  • Received:2007-04-28 Online:2007-10-25 Published:2014-03-28

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Abstract: Based on the slope reinforcement theory and experiences, the reinforcement scheme of a slope that is close to a road and an old building with eight-floor in the silt soil with deep fourteen-meters is designed. By means of stability calculation and analysis of the slope, the smallest security coefficients in the reinforced slope are analyzed. During the excavation of the reinforced slope based on this design, the displacements of the slope and the settlements of surrounding buildings are in the scope of security and requirement, and the successful construction of basement structures are guaranteed. The technology provided in this paper serves as a useful reference to the similar engineering.

Key words: silt soil, base slope, comprehensive reinforcement

CLC Number: 

  • TU 452
  • 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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