Experimental Study of Interface Shear Characteristics of Pervious Concrete and Carbonated Soil in the MgO-Carbonated Composite Pile-Reference-Cited by-同舟云学术

Experimental Study of Interface Shear Characteristics of Pervious Concrete and Carbonated Soil in the MgO-Carbonated Composite Pile

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Chaozhe¹^ORCID,Zhang Ying²,Liu Songyu³,Liu Yizhao²,Cai Guanghua⁴,Jiang Chen⁵

Affiliation:

1. Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China; Nanjing Modern Multimodal Transportation Laboratory, Nanjing 211100, China. ORCID: .

2. Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China; Nanjing Modern Multimodal Transportation Laboratory, Nanjing 211100, China.

3. Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China; Nanjing Modern Multimodal Transportation Laboratory, Nanjing 211100, China (corresponding author).

4. College of Civil Engineering, Nanjing Forestry Univ., Nanjing 210037, China.

5. Jiangsu Provincial Transportation Engineering Construction Bureau, Nanjing 210004, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9401

Reference51 articles.

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3. ASTM. 2010. Standard methods for specific gravity of soils by water pycnometer. ASTM D854-10. West Conshohocken, PA: ASTM.

4. ASTM. 2011. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-11. West Conshohocken, PA: ASTM.

5. Compaction and mechanical characteristics and stabilization mechanism of carbonated reactive MgO-stabilized silt;Cai G.;KSCE J. Civ. Eng.,2017