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

Author:

Zhang Chaozhe1ORCID,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)

Reference51 articles.

1. ASTM. 2007. Standard test method for pH of soils. ASTM D4972-07. West Conshohocken, PA: ASTM.

2. ASTM. 2008. Standard test method for unconfined compressive strength index of chemical-grouted soils. ASTM D4219-08. West Conshohocken, PA: ASTM.

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

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