Experimental study on repair of fractured rock mass by microbial induction technology

Author:

Gao Rugao12ORCID,Luo Yilin12,Deng Hongwei12

Affiliation:

1. College of Resources and Safety Engineering, Central South University, Changsha 410083, People's Republic of China

2. Hunan Key Laboratory of Mineral Resources Exploitation and Hazard Control for Deep Metal Mines, Changsha 410083, People's Republic of China

Abstract

The surrounding rock mass is often required to have good strength and impermeability in underground engineering. Some grouting methods, such as the chemical grouting method and the cement grouting pressure pump method, are often applied to reform underground environment and improve the engineering performance of rock mass. However, the application of some traditional grouting materials would destroy the original environment in which the project is located. This paper focuses on the repairing effect of Bacillus pasteurii composites in fractured rocks. The repairing effect of microbial materials on fractured sandstone is analysed through nuclear magnetic resonance (NMR) and unconfined compression-shearing equipment. The result shows that the longer the repairing time is, the better the effect will be. After 42 days of repairing, the porosity of fractured sandstone decreases by 36.41%, the impermeability increases by 94.62%, and the compressive strength increases by 30.52%. Through the study of reaction mechanisms, this technology has the advantages of mild reaction conditions, no pollution and good environmental compatibility. The application of this technology to the maintenance of geotechnical engineering can provide new ideas for the research and development of new environmental grouting materials and underground space reconstruction technology.

Funder

National Natural Science Foundation of China

Publisher

The Royal Society

Subject

Multidisciplinary

Reference29 articles.

1. New chemical grouting materials and rapid construction technology for inclined shaft penetrating drift-sand layer in coal mine;Gao X;Adv. Mater. Sci. Eng.,2018

2. An experimental study of compaction grouting on its densification and confining effects;Shrivastava N;Geotech. Geol. Eng.,2017

3. Groundwater control and curtain grouting for tunnel construction in completely weathered granite;Liu J;Bull. Eng. Geol. Environ.,2017

4. A novel approach of introducing crystalline protection material and curing agent in fresh concrete for enhancing hydrophobicity

5. Remediation and protection of masonry structures with crystallising moisture blocking treatment

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