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Volume 19 Issue 3
Jun 2008
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Zhi-liang FU, Hua GUO, Yan-fa GAO. Creep Damage Characteristics of Soft Rock under Disturbance Loads. Journal of Earth Science, 2008, 19(3): 292-297.
Citation: Zhi-liang FU, Hua GUO, Yan-fa GAO. Creep Damage Characteristics of Soft Rock under Disturbance Loads. Journal of Earth Science, 2008, 19(3): 292-297.

Creep Damage Characteristics of Soft Rock under Disturbance Loads

Funds:

the National Natural Science Foundation of China 50474029

More Information
  • Corresponding author: Fu Zhiliang, zhlfu@aust.edu.cn
  • Received Date: 30 Oct 2007
  • Accepted Date: 10 Jan 2008
  • This article focuses on the process of rock creep damage and micro-damage evolution properties of gray green mudstone under impacting disturbance load conditions for the first time using the real time computerized tomography (CT) testing technique. The results indicate that axial load comes into limit strength neighborhood, rock micro-crack links into larger crack, creep rate increases in a short time, larger plastic deformation happens; this is called disturbance accelerating creep stage. When rock is within limit strength neighborhood, there occurs creep micro-damage under smaller disturbance load. When disturbance load is larger, rock directly enters into disturbance accelerating creep stage, failure occurs instantaneously. On the basis of experimental research, the CT scanning method was used to describe the creep micro-damage of soft rock, also helpful in the prediction of roadways' service life and evaluation of geotechnical engineering stability.

     

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