Experimental study on shear and disintegration resistance of MICP-treated residual granite soil

Author:

Feng Deluan,Yu Yang,Wang Jie,Fang Caixing,Liang Shihua

Funder

National Natural Science Foundation of China

National Natural Science Foundation of Guangdong

Science and Technology Program of Guangzhou, China

Publisher

Springer Science and Business Media LLC

Reference46 articles.

1. Behzadipour H, Sadrekarimi A (2023a) Bio-assisted improvement of shear strength and compressibility of gold tailings. Geomicrobiol J 40(4):360–371

2. Behzadipour H, Sadrekarimi A (2023b) Effect of microbial-induced calcite precipitation on shear strength of gold mine tailings. Bull Eng Geol Env 82(8):331

3. Chen WJ, Zhao J, Fan LT, Li J, Yuan BX, Li HZ, Jiang GP, Li HB, Chen TY (2022) The effect of length and content of fiber on glass fiber and basalt fiber-reinforced granite residual soil. Adv Civ Eng 2022:9

4. Deng HW, Luo YL, Deng JR, Wu LJ, Zhang YN, Peng SQ (2019) Experimental study of improving impermeability and strength of fractured rock by microbial induced carbonate precipitation. Rock Soil Mech. 40(9):3542

5. Deng JR, Deng HW, Zhang YA, Luo YL (2022) Experimental study on microbial-induced calcium carbonate precipitation repairing fractured rock under different temperatures. Sustainability 14(18):13

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