Liquefaction mitigation in silty soils using composite stone columns and dynamic compaction
| العنوان: | Liquefaction mitigation in silty soils using composite stone columns and dynamic compaction |
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| المؤلفون: | T. Shenthan, G.R. Martin, S. Thevanayagam, R. Nashed |
| المصدر: | Earthquake Engineering and Engineering Vibration. 3:39-50 |
| بيانات النشر: | Springer Science and Business Media LLC, 2004. |
| سنة النشر: | 2004 |
| مصطلحات موضوعية: | Engineering, Earthquake engineering, business.industry, Mechanical Engineering, Design tool, Foundation (engineering), Liquefaction, Building and Construction, Geotechnical Engineering and Engineering Geology, Vibro stone column, Soil water, Geotechnical engineering, business, Dynamic compaction, Soil mechanics, Civil and Structural Engineering |
| الوصف: | The objective of this study is to develop an analytical methodology to evaluate the effectiveness of vibro stone column (S.C.) and dynamic compaction (D.C.) techniques supplemented with wick drains to densify and mitigate liquefaction in saturated sands and non-plastic silty soils. It includes the following: (i) develop numerical models to simulate and analyze soil densitication during S.C. installation and D.C. process, and (ii) identify parameters controlling post-improvement soil density in both cases, and (iii) develop design guidelines for densification of silty soils using the above techniques. An analytical procedure was developed and used to simulate soil response during S.C. and D.C. installations, and the results were compared with available case history data. Important construction design parameters and soil properties that affect the effectiveness of these techniques, and construction design choices suitable for sands and non-plastic silty soils were identified. The methodology is expected to advance the use of S.C. and D.C. in silty soils reducing the reliance on expensive field trials as a design tool. The ultimate outcome of this research will be design charts and design guidelines for using composite stone columns and composite dynamic compaction techniques in liquefaction mitigation of saturated silty soils. |
| تدمد: | 1993-503X 1671-3664 |
| DOI: | 10.1007/bf02668849 |
| URL الوصول: | https://explore.openaire.eu/search/publication?articleId=doi_________::bd5e2b890b78f4135f1137ea84fda442 https://doi.org/10.1007/bf02668849 |
| Rights: | CLOSED |
| رقم الانضمام: | edsair.doi...........bd5e2b890b78f4135f1137ea84fda442 |
| قاعدة البيانات: | OpenAIRE |
| تدمد: | 1993503X 16713664 |
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| DOI: | 10.1007/bf02668849 |