Cementing Mechanism of MICP-Treated Mortar and Performance Improvement by Innovative Molds

Author:

Deng Xuejie1ORCID,Li Yu2,Lu Di3,Zheng Tongda3,Zhang Junwen4,Wu Zhide5,Xu Xichen6,de Wit Benjamin7ORCID

Affiliation:

1. Associate Professor, School of Energy and Mining Engineering, China Univ. of Mining and Technology-Beijing, Beijing 100083, China; Postdoctoral Fellow, Kailuan (Group) Limited Liability Corporation, No. 70 Xinhua East St., Tangshan 063018, China (corresponding author). ORCID: .

2. Engineer, Shanxi Xinjing Mine Coal Co., Ltd., Taobei West St., Yangquan 045000, China.

3. Graduate Student, School of Energy and Mining Engineering, China Univ. of Mining and Technology-Beijing, Beijing 100083, China.

4. Professor, School of Energy and Mining Engineering, China Univ. of Mining and Technology-Beijing, Beijing 100083, China.

5. Associate Professor, PetroChina Research Institute of Petroleum Exploration and Development, No. 20 Xueyuan Rd., Beijing 100083, China.

6. Engineer, Office of Construction and Campus Planning, Tsinghua Univ., Beijing 100084, China.

7. Graduate Student, Norman B. Keevil Institute of Mining Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference68 articles.

1. Al-Thawadi, S. 2008. High strength in-situ biocementation of soil by calcite precipitating locally isolated ureolytic bacteria. Perth, Australia: Murdoch Univ.

2. Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand

3. Microbially induced calcite precipitation for production of “bio-bricks” treated at partial saturation condition

4. Soil bio-cementation using a new one-phase low-pH injection method

5. Cheng L. M. A. Shahin R. Cord-Ruwisch M. Addis and C. Elms. 2014. “Soil stabilisation by microbial-induced calcite precipitation (MICP): Investigation into some physical and environmental aspects.” In Proc. 7th Int. Congress on Environmental Geotechnics. Canberra Australia: Engineers Australia.

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