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Effect of Micropiles on Clean Sand Liquefaction Risk Based on CPT and SPT
| Content Provider | MDPI |
|---|---|
| Author | Farhangi, Visar Karakouzian, Moses Geertsema, Marten |
| Copyright Year | 2020 |
| Description | Liqtion is a hazardous seismic-based phenomenon, which causes an abrupt decrease in soil strength properties and can result in the massive destruction of the built environment. This research presents a novel approach to reduce the risk of soil liqtion using jet-grouted micropiles in clean sands. The saturated soil profile of the study project mainly contains clean sands, which are suitable to more reliably employ simplified soil liqtion analyses. The grouting is conducted using 420 micropiles to increase the existing soil properties. The effect of jet grouting on reducing the potential of liqtion is assessed using the results of the cone penetration test (CPT) and the standard penetration test (SPT), which were conducted before and after jet grouting by implementing micropiles in the project sites. According to three CPT-based liqtion analyses, the Juang method predicts the most effective improvement range of the factor of safety in the clean sand. The Boulanger and Idriss, and Eurocode methods show comparable evaluations. Results of the SPT-based analyses show the most considerable increase of the factor of safety following the Boulanger and Idriss, and NCEER approaches in the SP soil. CPT- and SPT-based analyses confirm the effectiveness of jet grouting by micropiles on enhancing soil properties and reducing the risk of liqtion. |
| Starting Page | 3111 |
| e-ISSN | 20763417 |
| DOI | 10.3390/app10093111 |
| Journal | Applied Sciences |
| Issue Number | 9 |
| Volume Number | 10 |
| Language | English |
| Publisher | MDPI |
| Publisher Date | 2020-04-29 |
| Access Restriction | Open |
| Subject Keyword | Applied Sciences Geological Engineering Soil Liquefaction Micropile Cone Penetration Test Cpt Standard Penetration Tests Spt Soil Improvement Jet Grouting Clean Sand |
| Content Type | Text |
| Resource Type | Article |