Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment
The focus of this study was to investigate the effect of loess soil treated with lime on the lateral-seepage response. Three groups of box experiments were carried out to study the lateral-seepage effect under different types of loess-lime structures. Automated testing systems were designed to perfo...
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/9964852 |
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| author | Zhengrui Zhang Siti Jahara Matlan Lili Zhang Hao Wang |
| author_facet | Zhengrui Zhang Siti Jahara Matlan Lili Zhang Hao Wang |
| author_sort | Zhengrui Zhang |
| collection | DOAJ |
| description | The focus of this study was to investigate the effect of loess soil treated with lime on the lateral-seepage response. Three groups of box experiments were carried out to study the lateral-seepage effect under different types of loess-lime structures. Automated testing systems were designed to perform experiments and collect data. Additionally, numerical analysis of lateral-seepage impact and embankment settlement was performed. Finally, moisture content and settlement were monitored to quantify lateral-seepage effect results under corresponding loess-lime treatment. Results showed that loess-lime compaction piles and diaphragm wall structures could effectively prevent lateral seepage, and the latter was better. The simulated results are similar to the measured values of the box experiment, which indicates the accuracy of the simulation analysis and further supports the experimental results of this study. |
| format | Article |
| id | doaj-art-15feffb3fe2740d7995dbd7cbf2daa16 |
| institution | OA Journals |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-15feffb3fe2740d7995dbd7cbf2daa162025-08-20T02:02:43ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/99648529964852Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground EmbankmentZhengrui Zhang0Siti Jahara Matlan1Lili Zhang2Hao Wang3Civil Engineering Programme, Faculty of Engineering, University Malaysia Sabah, Kota Kinabalu 88400, Sabah, MalaysiaCivil Engineering Programme, Faculty of Engineering, University Malaysia Sabah, Kota Kinabalu 88400, Sabah, MalaysiaCollege of Civil Engineering, Sichuan University of Science & Engineering, Zigong, Sichuan 643000, ChinaGansu Province Urban And Rural Planning Design & Research Institute Co., Ltd, Lanzhou, ChinaThe focus of this study was to investigate the effect of loess soil treated with lime on the lateral-seepage response. Three groups of box experiments were carried out to study the lateral-seepage effect under different types of loess-lime structures. Automated testing systems were designed to perform experiments and collect data. Additionally, numerical analysis of lateral-seepage impact and embankment settlement was performed. Finally, moisture content and settlement were monitored to quantify lateral-seepage effect results under corresponding loess-lime treatment. Results showed that loess-lime compaction piles and diaphragm wall structures could effectively prevent lateral seepage, and the latter was better. The simulated results are similar to the measured values of the box experiment, which indicates the accuracy of the simulation analysis and further supports the experimental results of this study.http://dx.doi.org/10.1155/2021/9964852 |
| spellingShingle | Zhengrui Zhang Siti Jahara Matlan Lili Zhang Hao Wang Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment Advances in Civil Engineering |
| title | Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment |
| title_full | Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment |
| title_fullStr | Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment |
| title_full_unstemmed | Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment |
| title_short | Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment |
| title_sort | experimental and numerical analysis study on loess lime structures used for lateral antiseepage in deep collapsible ground embankment |
| url | http://dx.doi.org/10.1155/2021/9964852 |
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