Tariq, Khawaja Adeel and Maki, Takeshi (2021) Modeling of Stress-Strain Relation of Cement-treated Sand Under Compression. POLLACK PERIODICA : AN INTERNATIONAL JOURNAL FOR ENGINEERING AND INFORMATION SCIENCES, 16 (3). pp. 94-100. ISSN 1788-1994 (print); 1788-3911 (online)
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Abstract
This research work has been conducted to model the uniaxial stress-strain compressive behavior of cement-treated sand and its post-peak softening area. The cylindrical specimens were produced by using limestone powder, sand and high early strength cement. The mixtures were made by using different ratios of water to cement with fixed ratio of limestone powder to cement and cement to sand. The stress-strain behavior in post-peak zone of cement-treated is adjusted with introduction of compression softening factor. Uniaxial compressive stress-strain relationships after amending the Japanese Society of Civil Engineers model are proposed. Finite element analysis shows that the suggested model estimates well the compressive behavior of cement-treated sand.
Item Type: | Article |
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Additional Information: | MTA KFB támogatási szerződés alapján archiválva |
Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
SWORD Depositor: | MTMT SWORD |
Depositing User: | MTMT SWORD |
Date Deposited: | 15 Feb 2022 15:28 |
Last Modified: | 28 Sep 2023 23:15 |
URI: | http://real.mtak.hu/id/eprint/137881 |
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