›› 2011, Vol. 32 ›› Issue (7): 1951-1956.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study of pneumatic fracturing effect in soil under overburden load

HAN Wen-jun,LIU Song-yu,ZHANG Ding-wen   

  1. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China
  • Received:2009-11-12 Online:2011-07-10 Published:2011-06-30

Abstract: A series of pneumatic fracturing model tests are performed using a new developed laboratory apparatus to investigate the effect of air pressure and overburden load on pneumatic fracturing. The results indicate that the injection of high-pressure air into soil induces pneumatic fractures, which accelerate the dissipation rate of excess pore pressure. Before the air injection is stopped, the width of fracture reaches maximum and the fracture closes gradually when the air injection is stopped. The width of residual fracture is about one percent of the maximum width of fracture. The results also show that influence area of pneumatic fracturing and width of fractures are relating with air pressure and overburden load. Air pressure has more significant influence than overburden load. The influence area of pneumatic fracturing is related hyperbolically with air pressure; however, the width of fracture has a positive linear correlation with the air pressure, and has a negative linear correlation with the overburden load.

Key words: pneumatic fracturing, air injection pressure, overburden load, influence area, width of fractures

CLC Number: 

  • TU411
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[2] SONG Yu-xiang, JIA Xiao-yun, ZHU Yong-quan. Study on vertical earth pressure calculation of metro tunnel [J]. , 2007, 28(10): 2240-2244.
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