Investigation of Liquefiable Sandy Soil Improvement by Ordinary and Geotextile-Reinforced Stone Columns Using a Small-Scale Shaking Table
The increase in construction in coastal cities, which are prone to liquefaction due to the high level of underground water and soil type, along with their soil conditions that do not meet the technical requirements, has led engineers to undertake soil improvement. Among the liquefaction mitigation m...
محفوظ في:
| المؤلفون الرئيسيون: | , |
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| التنسيق: | Artigo |
| اللغة: | Persa |
| منشور في: |
Sharif University of Technology
2025-09-01
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| سلاسل: | مهندسی عمران شریف |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://sjce.journals.sharif.edu/article_23665_c49885bb9c24d4a1fc32485fa8820e84.pdf |
| الوسوم: |
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