Solidification and field assessment of soft soil stabilized by a waste-based binder using deep mixing method-Reference-Cited by-同舟云学术

Solidification and field assessment of soft soil stabilized by a waste-based binder using deep mixing method

Published:2021-04-23 Issue:6 Volume:80 Page:5061-5074
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Ye Guanbao,Shu Huan,Zhang Zhen^ORCID,Kang Shuai,Zhang Shenyi,Wang Qiong

Funder

Natural Science Foundation of China

Key Research and Development Project of Chinese Ministry of Science and Technology

the Fundamental Research Funds for the Central Universities

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-021-02193-7.pdf

Reference47 articles.

1. Ahmed A (2015) Compressive strength and microstructure of soft clay soil stabilized with recycled basanite. Appl Clay Sci 104(104):27–35

2. Ahnberg, H., and Johansson, S.E. (2005). "Increase in strength with time in soils stabilized with different types of binder in relation to the type and amount of reaction products." Proc., Int. Conf. on Deep Mixing Best Practice and Recent Advances. Stockholm, Sweden.195–202.

3. ASTM. (2011a). "Standard test method for unconfined compressive strength of cohesive soil. " D2166/D2166M-16. West Conshohocken, PA: ASTM.

4. ASTM. (2011b). "Standard test method for direct shear test of soils under consolidated drained conditions." D3080/D3080M-11.West Conshohocken, PA: ASTM.

5. ASTM. (2017). "Falling head permeability test." D5048. West Conshohocken, PA: ASTM.

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