Behaviour of RCA Columns under Static Load: Experimental and Numerical Study
| المصدر: | مجلة الدراسات المستدامة |
|---|---|
| الناشر: | الجمعية العلمية للدراسات التربوية المستدامة |
| المؤلف الرئيسي: | Al-Rkaby, Alaa H. J. (Author) |
| مؤلفين آخرين: | Hussein, Ahmed (Co-Author) |
| المجلد/العدد: | مج5, ع3 |
| محكمة: | نعم |
| الدولة: |
العراق |
| التاريخ الميلادي: |
2023
|
| التاريخ الهجري: | 1444 |
| الصفحات: | 79 - 93 |
| ISSN: |
2663-2284 |
| رقم MD: | 1392787 |
| نوع المحتوى: | بحوث ومقالات |
| اللغة: | الإنجليزية |
| قواعد المعلومات: | EduSearch |
| مواضيع: | |
| كلمات المؤلف المفتاحية: |
Bearing Capacity | Stone Column | Improving | Geogrid
|
| رابط المحتوى: |
| المستخلص: |
The usage of stone columns is one of the finest methods to accentuate the terrain. Decrease soil stability while increasing soil carrying capacity. Masonry columns with full geogrid reinforcement made of recycled concrete aggregate were employed in this investigation. Soft clay soils were strengthened in a variety of methods. The results showed that using stone columns constructed of recycled concrete aggregates that were fully reinforced with geogrid resulted in a considerable improvement in soil BC. The usage of stone and double columns supported by a geogrid network enhanced the BC of the soil at the single, pentagonal, and nine columns when compared to natural soil. The improvement percentages were 7.77%, 61.1%, and 161.1%, respectively |
|---|---|
| ISSN: |
2663-2284 |
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