Soft Soil Settlement Improvement Using Stone Columns
| المصدر: | مجلة الدراسات المستدامة |
|---|---|
| الناشر: | الجمعية العلمية للدراسات التربوية المستدامة |
| المؤلف الرئيسي: | Alramadhan, Brer Hayder I. (Author) |
| مؤلفين آخرين: | Al-Waily, Maki Jafar M. (Co-Author) |
| المجلد/العدد: | مج5, ملحق |
| محكمة: | نعم |
| الدولة: |
العراق |
| التاريخ الميلادي: |
2023
|
| التاريخ الهجري: | 1445 |
| الصفحات: | 2245 - 2252 |
| ISSN: |
2663-2284 |
| رقم MD: | 1415985 |
| نوع المحتوى: | بحوث ومقالات |
| اللغة: | الإنجليزية |
| قواعد المعلومات: | EduSearch |
| مواضيع: | |
| رابط المحتوى: |
| المستخلص: |
The current study is focused on determining the evaluation of settlement enhancement rate (Sr=treated or untreated) using constrained compression tests on a permeating stone pillar in soft soil. The study was conducted using standard testing of a stone pillar within a container with measurements of 300 millimeters by 300 millimeters and heights of 350 millimeters, and the stone pillars were used to enhance the soil. The soil produced in the box had an undrained shear strength ranging from 5 kPa to 25 kPa. The findings found that values important for settlement improvement percentage, Sr, completed by soil that has an undrained shear strength of 25 kap with different diameters (27, 33, and 42), were (0.9, 0.8, and o.6), respectively. |
|---|---|
| ISSN: |
2663-2284 |
عناصر مشابهة
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