A Rapid Method of Determination of Swell Potential and Swell Pressure of Expansive Soils Using Constant Rate of Strain Apparatus

Author:

Kumar T. Ashok1,Raheena M.2,Robinson R. G.3,Thyagaraj T.1

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India, https://orcid.org/0000-0001-8062-5470 (T.A.K.), https://orcid.org/0000-0002-5029-9472 (T.T.)

2. Department of Civil Engineering, Indian Institute of Technology Ropar, Punjab 140001, India, https://orcid.org/0000-0001-8774-6048

3. Department of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India (Corresponding author), e-mail: robinson@iitm.ac.in, https://orcid.org/0000-0001-6114-7637

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Desiccated state free swell index – a simple method for classification of soil expansivity;Bulletin of Engineering Geology and the Environment;2024-09-03

2. Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling;Advances in Materials Science and Engineering;2023-01-23

3. Swell–shrink behaviour of fly ash-stabilised expansive soils;Proceedings of the Institution of Civil Engineers - Ground Improvement;2022-02-18

4. A Critical Review on Stabilisation of Expansive Soils with Compensating Materials;Lecture Notes in Civil Engineering;2021-07-28

5. Predictive modeling of swell-strength of expansive soils using artificial intelligence approaches: ANN, ANFIS and GEP;Journal of Environmental Management;2021-07

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