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: |
| LEADER | 01770nam a22002177a 4500 | ||
|---|---|---|---|
| 001 | 2164432 | ||
| 041 | |a eng | ||
| 044 | |b العراق | ||
| 100 | |9 749014 |a Alramadhan, Brer Hayder I. |e Author | ||
| 245 | |a Soft Soil Settlement Improvement Using Stone Columns | ||
| 260 | |b الجمعية العلمية للدراسات التربوية المستدامة |c 2023 |m 1445 | ||
| 300 | |a 2245 - 2252 | ||
| 336 | |a بحوث ومقالات |b Article | ||
| 520 | |b 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. | ||
| 653 | |a التربة المنتجة |a الخصائص الهندسية |a تسوية التربة |a مقاومة القص للتربة |a الأعمدة الحجرية | ||
| 700 | |a Al-Waily, Maki Jafar M. |e Co-Author |9 739990 | ||
| 773 | |4 التربية والتعليم |6 Education & Educational Research |c 095 |e Journal of Sustainable Studies |f Mağallaẗ al-dirāsāt al-mustadāmaẗ |l 970 |m مج5, ملحق |o 2053 |s مجلة الدراسات المستدامة |v 005 |x 2663-2284 | ||
| 856 | |u 2053-005-970-095.pdf | ||
| 930 | |d y |p y |q y | ||
| 995 | |a EduSearch | ||
| 999 | |c 1415985 |d 1415985 | ||
عناصر مشابهة
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Experimental and Numerical Investigation of Bearing Capacity of Encased Stone Column
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بواسطة: Abas, Hassan Ali Mohamad منشور: (2015) -
Behaviour of RCA Columns under Static Load: Experimental and Numerical Study
بواسطة: Al-Rkaby, Alaa H. J. منشور: (2023) -
Structural evaluation of stone masonry columns infilled with concrete
بواسطة: Basoul, Munawer Rashed منشور: (1987) -
Reinforcing of soft cohesive soil with stone piles
بواسطة: Aziz, Ibrahim Ezzat منشور: (1991)
