Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (3): 913-925.doi: 10.16285/j.rsm.2018.1431

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Mechanism of fissure grouting based on step-wise calculation method

WEI Jiu-chuan1, HAN Cheng-hao1, ZHANG Wei-jie1, XIE Chao1, ZHANG Lian-zhen2, LI Xiao-peng1, ZHANG Chun-rui1, JIANG Ji-gang1   

  1. 1. College of Earth Science and Engineering, Shandong University of Science and Technology, Qingdao, Shandong 266590, China; 2. College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao, Shandong 266580, China
  • Received:2018-08-06 Online:2019-03-11 Published:2019-04-04
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51509148), the Scientific Research Foundation of Shandong University of Science and Technology for Recruited Talents (2017RCJJ030) and Shandong Provincial Natural Science Foundation of China (BS2015NJ010).

Abstract: Grouting is an effective method to seal against water inrush in fractured rock. It is important to study the mechanism of fissure grouting to design the grouting and implement the project successfully. In this paper, firstly, the influence of the rheological properties of the slurry, diffusion path and grouting methods on fracture grouting was analyzed deeply. An improved step-wise calculation method was proposed to describe the fissures grouting process under different grouting diffusion conditions. This method can calculate key grouting parameters, such as the slurry front position, injection pressure, slurry viscosity and pressure distribution in the grouted zone, and grouting rate at any time. Secondly, the improved method was utilized to study the constant-parameters such as constant pressure grouting and constant rate grouting during the grouting process. The reliability and applicability of the approach were verified by comparing with previous results in the literature. Finally, the approach was adopted to investigate the dynamic fracture grouting characterized by staged descending rate and staged increasing pressure in practical engineering conditions. The change laws of the key factors, such as the injection pressure, grouting rate and diffusion distance, were analyzed. Therefore, this study revealed the diffusion mechanism of the dynamic fracture grouting to some extent and provided a meaningful guide for grouting design in practice.

Key words: step-wise calculation method, fissure grouting mechanism, constant parametric grout, dynamic parametric grout, grouting design

CLC Number: 

  • TV554
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