Evaluating the Effect of Environment Acidity on Stabilized Expansive Clay

Author:

Jahromi Saeed Ghaffarpour1ORCID,Noori Ashkan2

Affiliation:

1. Associate Professor , Faculty of Civil Engineering , Shahid Rajaee Teacher Training University , Tehran , Iran

2. PhD Candidate , School of Civil Engineering , Nanjing Forestry University , Nanjing , , China

Abstract

Abstract In this article, the effects of environmental acidity on the mechanical and volumetric properties of cement-stabilized clay soils have been investigated through various tests on experimental scale. In this study, a problematic clay was chemically stabilized by cement under three treatment conditions including short term, medium term, and long term with different conditions varying from acid to alkaline environments, which were tested by different methods to evaluate their mechanical and volumetric behavior and properties. Mechanical characteristics assessment tests in this study include compaction tests, and unconfined compressive strength, which was conducted on samples under different conditions in terms of acidity and treatment time. The results of the study indicated that soil improvement by cement increases the mechanical strength and decreases the rate of soil swelling over time and treatment duration. However, the degree of acidity of the environment affects the chemical reactions of soil and cement, especially cement hydration, which causes changes in soil strength and volume variation due to swelling.

Publisher

Walter de Gruyter GmbH

Subject

Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference51 articles.

1. Alipoor R. (2010) Investigation of Cement Stabilized Clay Soil Parameters. Second National Seminar on Geotechnical Issues of Irrigation and Drainage Networks, 474–467.

2. Ashayeri, I. and Yasrebi, S., 2009. Free-swell and swelling pressure of unsaturated compacted clays; experiments and neural networks modeling. Geotechnical and Geological Engineering, 27(1), pp.137–153.

3. ASTM, D., 2006. Standard test method for unconfined compressive strength of cohesive soil. ASTM standard D, 2166.

4. ASTM-D2166 (2016) Standard Test Method for Unconfined Compressive Strength of Cohesive Soils.

5. ASTM-D4546 (2008) One-Dimensional Swell or Settlement Potential of Cohesive Soils.

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