Experimental Research on the Mechanical Behavior of Lime-Treated Soil under Different Loading Rates
In order to study the mechanical behavior of lime-treated soil under different loading rates, a series of monotonous three-axial compression tests are carried out under different lime contents, different loading rates, and different curing periods. The test results indicate that the lime content can...
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| Format: | Article |
| Language: | English |
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Wiley
2015-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2015/862106 |
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| _version_ | 1850177663793102848 |
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| author | Yue Qiang Yulong Chen |
| author_facet | Yue Qiang Yulong Chen |
| author_sort | Yue Qiang |
| collection | DOAJ |
| description | In order to study the mechanical behavior of lime-treated soil under different loading rates, a series of monotonous three-axial compression tests are carried out under different lime contents, different loading rates, and different curing periods. The test results indicate that the lime content can significantly improve the mechanical behaviors of soil, such as shear strength and elastic modulus. On the other hand, three-axial compression test of soil is carried out under the loading rate ranging from 0.1%/min to 8%/min. Experimental results indicate that the mechanical behavior of lime-treated soil is sensitive to loading rate. Besides, the corresponding relationship between internal friction angle, cohesion, lime content, and loading rate is discussed. The results indicate that the loading rate almost has no influence on internal friction angle but significant influence on lime content. Cohesion is affected by lime content and loading rate. Shear strength, elastic modulus, and cohesion all increase with the increase of loading rate. Longer curing period is associated with greater parameter value. Shear strength, elastic modulus, and internal friction angle all firstly increase and then decrease when lime content increases, which all reach the maximum at 6%. |
| format | Article |
| id | doaj-art-c3464ba86012449b9981c19198a6c8a4 |
| institution | OA Journals |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2015-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-c3464ba86012449b9981c19198a6c8a42025-08-20T02:18:55ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422015-01-01201510.1155/2015/862106862106Experimental Research on the Mechanical Behavior of Lime-Treated Soil under Different Loading RatesYue Qiang0Yulong Chen1College of Civil Engineering, Chongqing Three Gorges University, Chongqing 404000, ChinaDepartment of Civil Engineering, The University of Tokyo, Tokyo 113-8656, JapanIn order to study the mechanical behavior of lime-treated soil under different loading rates, a series of monotonous three-axial compression tests are carried out under different lime contents, different loading rates, and different curing periods. The test results indicate that the lime content can significantly improve the mechanical behaviors of soil, such as shear strength and elastic modulus. On the other hand, three-axial compression test of soil is carried out under the loading rate ranging from 0.1%/min to 8%/min. Experimental results indicate that the mechanical behavior of lime-treated soil is sensitive to loading rate. Besides, the corresponding relationship between internal friction angle, cohesion, lime content, and loading rate is discussed. The results indicate that the loading rate almost has no influence on internal friction angle but significant influence on lime content. Cohesion is affected by lime content and loading rate. Shear strength, elastic modulus, and cohesion all increase with the increase of loading rate. Longer curing period is associated with greater parameter value. Shear strength, elastic modulus, and internal friction angle all firstly increase and then decrease when lime content increases, which all reach the maximum at 6%.http://dx.doi.org/10.1155/2015/862106 |
| spellingShingle | Yue Qiang Yulong Chen Experimental Research on the Mechanical Behavior of Lime-Treated Soil under Different Loading Rates Advances in Materials Science and Engineering |
| title | Experimental Research on the Mechanical Behavior of Lime-Treated Soil under Different Loading Rates |
| title_full | Experimental Research on the Mechanical Behavior of Lime-Treated Soil under Different Loading Rates |
| title_fullStr | Experimental Research on the Mechanical Behavior of Lime-Treated Soil under Different Loading Rates |
| title_full_unstemmed | Experimental Research on the Mechanical Behavior of Lime-Treated Soil under Different Loading Rates |
| title_short | Experimental Research on the Mechanical Behavior of Lime-Treated Soil under Different Loading Rates |
| title_sort | experimental research on the mechanical behavior of lime treated soil under different loading rates |
| url | http://dx.doi.org/10.1155/2015/862106 |
| work_keys_str_mv | AT yueqiang experimentalresearchonthemechanicalbehavioroflimetreatedsoilunderdifferentloadingrates AT yulongchen experimentalresearchonthemechanicalbehavioroflimetreatedsoilunderdifferentloadingrates |