Liquefaction behavior of fiber-reinforced calcareous sands in unidirectional and multidirectional simple shear tests
A study on the liquefaction resistance of calcareous sands reinforced with polypropylene fibers was reported. Stress-controlled cyclic simple shear tests were conducted on specimens prepared at a relative density of 50%, with and without fiber reinforcements. The liquefaction behavior was investigat...
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| Published in | Geotextiles and geomembranes Vol. 50; no. 4; pp. 794 - 806 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
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Essex
Elsevier Ltd
01.08.2022
Elsevier BV |
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| Abstract | A study on the liquefaction resistance of calcareous sands reinforced with polypropylene fibers was reported. Stress-controlled cyclic simple shear tests were conducted on specimens prepared at a relative density of 50%, with and without fiber reinforcements. The liquefaction behavior was investigated by considering the effects of fiber contents ranging from 0% to 1%, fiber lengths varying from 3 mm to 12 mm and loading patterns. The results indicated that increasing fiber content and fiber length resulted in a decrease in the deformation, a reduction in pore pressure accumulation rate, and improved the liquefaction resistance of calcareous sands. Additionally, the risk of soil liquefaction could be significantly reduced when the fiber content was greater than 0.8%. The multidirectional loading had a considerable effect in reducing the liquefaction resistance compared to unidirectional loading. Further, the stiffness degradation of calcareous sands decreased with increasing fiber content and fiber length. The pore pressure generated in the cyclic tests was analyzed and was found to be affected by fiber content. A pore pressure prediction model was proposed to obtain the pore pressure characteristics of fiber-reinforced calcareous sands under various fiber content conditions.
•The effect of fibers on the liquefaction behavior of calcareous sands is investigated.•The liquefaction resistance of calcareous sands significantly increases by increasing the fiber content and fiber length.•The multidirectional loading increases the liquefaction susceptibility of fiber-reinforced calcareous sands.•A modified pore pressure prediction model considering the effect of fiber contents is proposed. |
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| AbstractList | A study on the liquefaction resistance of calcareous sands reinforced with polypropylene fibers was reported. Stress-controlled cyclic simple shear tests were conducted on specimens prepared at a relative density of 50%, with and without fiber reinforcements. The liquefaction behavior was investigated by considering the effects of fiber contents ranging from 0% to 1%, fiber lengths varying from 3 mm to 12 mm and loading patterns. The results indicated that increasing fiber content and fiber length resulted in a decrease in the deformation, a reduction in pore pressure accumulation rate, and improved the liquefaction resistance of calcareous sands. Additionally, the risk of soil liquefaction could be significantly reduced when the fiber content was greater than 0.8%. The multidirectional loading had a considerable effect in reducing the liquefaction resistance compared to unidirectional loading. Further, the stiffness degradation of calcareous sands decreased with increasing fiber content and fiber length. The pore pressure generated in the cyclic tests was analyzed and was found to be affected by fiber content. A pore pressure prediction model was proposed to obtain the pore pressure characteristics of fiber-reinforced calcareous sands under various fiber content conditions. A study on the liquefaction resistance of calcareous sands reinforced with polypropylene fibers was reported. Stress-controlled cyclic simple shear tests were conducted on specimens prepared at a relative density of 50%, with and without fiber reinforcements. The liquefaction behavior was investigated by considering the effects of fiber contents ranging from 0% to 1%, fiber lengths varying from 3 mm to 12 mm and loading patterns. The results indicated that increasing fiber content and fiber length resulted in a decrease in the deformation, a reduction in pore pressure accumulation rate, and improved the liquefaction resistance of calcareous sands. Additionally, the risk of soil liquefaction could be significantly reduced when the fiber content was greater than 0.8%. The multidirectional loading had a considerable effect in reducing the liquefaction resistance compared to unidirectional loading. Further, the stiffness degradation of calcareous sands decreased with increasing fiber content and fiber length. The pore pressure generated in the cyclic tests was analyzed and was found to be affected by fiber content. A pore pressure prediction model was proposed to obtain the pore pressure characteristics of fiber-reinforced calcareous sands under various fiber content conditions. •The effect of fibers on the liquefaction behavior of calcareous sands is investigated.•The liquefaction resistance of calcareous sands significantly increases by increasing the fiber content and fiber length.•The multidirectional loading increases the liquefaction susceptibility of fiber-reinforced calcareous sands.•A modified pore pressure prediction model considering the effect of fiber contents is proposed. |
| Author | Peng, Ming Chen, Jian-Feng Zhou, Lin Zhu, Yan |
| Author_xml | – sequence: 1 givenname: Lin surname: Zhou fullname: Zhou, Lin email: sunzourise@126.com organization: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China – sequence: 2 givenname: Jian-Feng surname: Chen fullname: Chen, Jian-Feng email: jf_chen@tongji.edu.cn organization: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China – sequence: 3 givenname: Ming surname: Peng fullname: Peng, Ming email: pengming@tongji.edu.cn organization: Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China – sequence: 4 givenname: Yan surname: Zhu fullname: Zhu, Yan email: zy_tmgc@163.com organization: China Shipbuilding NDRI Engineering Co., LTD, Shanghai, 200090, China |
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| Keywords | Liquefaction resistance Pore pressure prediction model Cyclic simple shear tests Fiber-reinforced calcareous sands Stiffness degradation |
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| SubjectTerms | Cyclic simple shear tests Deformation Fiber reinforced materials Fiber reinforced plastics Fiber reinforcement Fiber-reinforced calcareous sands Liquefaction Liquefaction resistance Pore pressure prediction model Pore water pressure Prediction models Pressure Sand Sand & gravel Shear tests Simple shear tests Specific gravity Stiffness Stiffness degradation |
| Title | Liquefaction behavior of fiber-reinforced calcareous sands in unidirectional and multidirectional simple shear tests |
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