Deformation characteristics of soil between prefabricated vertical drains under vacuum preloading
The deformation characteristics of soil among prefabricated vertical drains (PVDs) subjected to vacuum pressure are investigated using a model test conducted on dredged slurry. Red iron particles are used to indirectly indicate the lateral displacement of soil under vacuum preloading. Test results s...
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| Published in | Geotextiles and geomembranes Vol. 47; no. 6; pp. 798 - 802 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Essex
Elsevier Ltd
01.12.2019
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
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| Abstract | The deformation characteristics of soil among prefabricated vertical drains (PVDs) subjected to vacuum pressure are investigated using a model test conducted on dredged slurry. Red iron particles are used to indirectly indicate the lateral displacement of soil under vacuum preloading. Test results showed that, in addition to the settlement of soil between two PVDs, there was also lateral displacement that varied with consolidation time and lateral distance from the PVD because of lateral vacuum suction. The lateral displacement arose successively with the increasing lateral distance. And it increased from zero on the PVD surface and dropped back to zero again at the midpoint between the two PVDs. There should have been a maximum value of the lateral displacement at a point near the PVD. The combined vertical and lateral displacement formed a soil pile around the PVD and showed a ‘V’ shaped soil surface. |
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| AbstractList | The deformation characteristics of soil among prefabricated vertical drains (PVDs) subjected to vacuum pressure are investigated using a model test conducted on dredged slurry. Red iron particles are used to indirectly indicate the lateral displacement of soil under vacuum preloading. Test results showed that, in addition to the settlement of soil between two PVDs, there was also lateral displacement that varied with consolidation time and lateral distance from the PVD because of lateral vacuum suction. The lateral displacement arose successively with the increasing lateral distance. And it increased from zero on the PVD surface and dropped back to zero again at the midpoint between the two PVDs. There should have been a maximum value of the lateral displacement at a point near the PVD. The combined vertical and lateral displacement formed a soil pile around the PVD and showed a ‘V’ shaped soil surface. |
| Author | Cai, Yuanqiang Wang, Peng Wang, Jun Geng, Xueyu Han, Yanbing |
| Author_xml | – sequence: 1 givenname: Peng surname: Wang fullname: Wang, Peng organization: College of Architecture and Civil Engineering, Wenzhou University, Chashan University Town, Wenzhou, 325035, China – sequence: 2 givenname: Yanbing surname: Han fullname: Han, Yanbing organization: College of Architecture and Civil Engineering, Wenzhou University, Chashan University Town, Wenzhou, 325035, China – sequence: 3 givenname: Jun surname: Wang fullname: Wang, Jun email: sunnystar1980@163.com organization: College of Architecture and Civil Engineering, Wenzhou University, Chashan University Town, Wenzhou, 325035, China – sequence: 4 givenname: Yuanqiang surname: Cai fullname: Cai, Yuanqiang organization: College of Civil Engineering and Architecture Zhejiang University of Technology, Hangzhou, 310014, China – sequence: 5 givenname: Xueyu surname: Geng fullname: Geng, Xueyu organization: School of Engineering, University of Warwick, Coventry, CV4 7AL, UK |
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| Keywords | Soil pile Geosynthetics Lateral displacement Prefabricated vertical drains Vacuum suction Vacuum preloading |
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| Snippet | The deformation characteristics of soil among prefabricated vertical drains (PVDs) subjected to vacuum pressure are investigated using a model test conducted... |
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| SubjectTerms | Deformation Dredging Geochemistry Geosynthetics Lateral displacement Model testing Prefabricated vertical drains Prefabrication Slurries Soil investigations Soil permeability Soil pile Soil settlement Soil suction Soil testing Soils Studies Vacuum preloading Vacuum suction Vacuum technology Vertical drains |
| Title | Deformation characteristics of soil between prefabricated vertical drains under vacuum preloading |
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