Research Progress on Effects of Freeze-Thaw Action on Wind Erosion and Dust Resistance of Microbial Cured Bare Soil

ZHANG Minxia; WANG Yatao; NIU Shuangjian; CAI Baoshuai; ZHANG Zhenquan

doi:10.3724/j.gyjzG22102404

Volume 54 Issue 9

Sep. 2024

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ZHANG Minxia, WANG Yatao, NIU Shuangjian, CAI Baoshuai, ZHANG Zhenquan. Research Progress on Effects of Freeze-Thaw Action on Wind Erosion and Dust Resistance of Microbial Cured Bare Soil[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 191-197. doi: 10.3724/j.gyjzG22102404

Citation:

ZHANG Minxia, WANG Yatao, NIU Shuangjian, CAI Baoshuai, ZHANG Zhenquan. Research Progress on Effects of Freeze-Thaw Action on Wind Erosion and Dust Resistance of Microbial Cured Bare Soil[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 191-197. doi: 10.3724/j.gyjzG22102404

Citation:

ZHANG Minxia, WANG Yatao, NIU Shuangjian, CAI Baoshuai, ZHANG Zhenquan. Research Progress on Effects of Freeze-Thaw Action on Wind Erosion and Dust Resistance of Microbial Cured Bare Soil[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 191-197. doi: 10.3724/j.gyjzG22102404

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Research Progress on Effects of Freeze-Thaw Action on Wind Erosion and Dust Resistance of Microbial Cured Bare Soil

doi: 10.3724/j.gyjzG22102404

1. College of Civil Engineering, Henan Polytechnic University, Jiaozuo Henan 454150, China;
2. Shenzhen Road and Bridge Construction Group Co., Ltd, Shenzhen Guangdong, 518000, China

Received Date: 2022-10-24
Available Online: 2024-10-18

Abstract

Abstract

Microbial Induced Calcium Carbonate Precipitation (MICP) technique is a new method to improve wind erosion and dust resistance of bare soil and protect the ecological environment. The reinforcing mechanisms and curing methods for bare soil cemented by MICP to improve its properties of wind erosion and dust resistance were summarized. The effects of cured conditions and environmental factors on wind erosion and dust resistance of bare soil cemented by MICP were systematically analyzed. The existing findings indicated that freeze-thaw action influenced on the structural stability and physical and mechanical properties of bare soil cemented by MICP, which deteriorated the wind erosion and dust resistance of soil. Therefore, the necessity to study the effects of freeze-thaw action on wind erosion and dust resistance of bare soil cemented by MICP were presented. Finally, it was pointed out that durability study on freeze-thaw resistance of bare soil cemented by MICP was the theoretical base of stabilizing soil and improving wind erosion and dust resistance.
- bare soil,
- MICP,
- wind erosion dust resistance,
- freeze-thaw cycle

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References(82)

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