Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by Nanoclay
Coastal cement soil modified by nanoclay (NCS) has particular research significance as a modification approach to improve the high compressibility of coastal cement soil (CCS). At curing ages of 7 days and 28 days, consolidation and SEM tests were performed on 6 groups of NCS samples with a nanoclay...
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| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/5593040 |
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| _version_ | 1832550861681721344 |
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| author | Wenjie Yu Na Li Mengdan Dai Dongliang An Biao Qian Wei Wang Ping Jiang |
| author_facet | Wenjie Yu Na Li Mengdan Dai Dongliang An Biao Qian Wei Wang Ping Jiang |
| author_sort | Wenjie Yu |
| collection | DOAJ |
| description | Coastal cement soil modified by nanoclay (NCS) has particular research significance as a modification approach to improve the high compressibility of coastal cement soil (CCS). At curing ages of 7 days and 28 days, consolidation and SEM tests were performed on 6 groups of NCS samples with a nanoclay content between 0% and 10% and 6 groups of CCS samples with a cement content between 10 and 20%, and a compression prediction model was established based on the test results. Test results show that (1) there is a linear interval for the improvement effect of the increment of cement content on the compression of CCS samples. In this test, the cement content in this interval is between 12% and 18%. CCS with a cement content of 18% is preferred. (2) The improvement effect on the compression of the sample is better with a nanoclay content of 4% and 8%, but poor with a content of 2%. At a consolidation pressure between 100 kPa and 800 kPa, NCS with a nanoclay content of 4% is preferred. (3) Adhesion is better with a nanoclay content of 4%, and the filling effect is better with a content of 8%. (4) The cosine-power function-exponential model is established, and the measured data are fitted, and a prediction model for the compression amount of CCS and NCS is established. |
| format | Article |
| id | doaj-art-c37235d88ed24cb5a6b0747a09820c98 |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-c37235d88ed24cb5a6b0747a09820c982025-02-03T06:05:36ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/55930405593040Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by NanoclayWenjie Yu0Na Li1Mengdan Dai2Dongliang An3Biao Qian4Wei Wang5Ping Jiang6School of Civil Engineering, Shaoxing University, Shaoxing 312000, ChinaSchool of Civil Engineering, Shaoxing University, Shaoxing 312000, ChinaSchool of Civil Engineering, Shaoxing University, Shaoxing 312000, ChinaSchool of Civil Engineering, Shaoxing University, Shaoxing 312000, ChinaTongchuang Engineering Design Co. Ltd., Shaoxing 312000, ChinaSchool of Civil Engineering, Shaoxing University, Shaoxing 312000, ChinaSchool of Civil Engineering, Shaoxing University, Shaoxing 312000, ChinaCoastal cement soil modified by nanoclay (NCS) has particular research significance as a modification approach to improve the high compressibility of coastal cement soil (CCS). At curing ages of 7 days and 28 days, consolidation and SEM tests were performed on 6 groups of NCS samples with a nanoclay content between 0% and 10% and 6 groups of CCS samples with a cement content between 10 and 20%, and a compression prediction model was established based on the test results. Test results show that (1) there is a linear interval for the improvement effect of the increment of cement content on the compression of CCS samples. In this test, the cement content in this interval is between 12% and 18%. CCS with a cement content of 18% is preferred. (2) The improvement effect on the compression of the sample is better with a nanoclay content of 4% and 8%, but poor with a content of 2%. At a consolidation pressure between 100 kPa and 800 kPa, NCS with a nanoclay content of 4% is preferred. (3) Adhesion is better with a nanoclay content of 4%, and the filling effect is better with a content of 8%. (4) The cosine-power function-exponential model is established, and the measured data are fitted, and a prediction model for the compression amount of CCS and NCS is established.http://dx.doi.org/10.1155/2021/5593040 |
| spellingShingle | Wenjie Yu Na Li Mengdan Dai Dongliang An Biao Qian Wei Wang Ping Jiang Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by Nanoclay Advances in Materials Science and Engineering |
| title | Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by Nanoclay |
| title_full | Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by Nanoclay |
| title_fullStr | Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by Nanoclay |
| title_full_unstemmed | Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by Nanoclay |
| title_short | Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by Nanoclay |
| title_sort | consolidation behavior and compression prediction model of coastal cement soil modified by nanoclay |
| url | http://dx.doi.org/10.1155/2021/5593040 |
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