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Comparative Study on the Stone Column Prepared by Crushed Concrete Debris and Recycled Concrete Aggregate | ||
Civil Engineering Infrastructures Journal | ||
مقالات آماده انتشار، پذیرفته شده، انتشار آنلاین از تاریخ 03 اردیبهشت 1404 اصل مقاله (639.06 K) | ||
شناسه دیجیتال (DOI): 10.22059/ceij.2025.382641.2158 | ||
نویسندگان | ||
Akash Priyadarshee* 1؛ Deepak Gupta2؛ Vikas Kumar3؛ Harish Kumar4؛ Neelam Singh5 | ||
1Muzaffarpur Institute of Technology, Bihar | ||
2Government Polytechnic College Udhampur, J&K. | ||
3Central University Haryana, Mahendergarh, Haryana | ||
4CDLSIET Panniwala Mota Sirsa, Haryana | ||
5Central University of Haryana | ||
چکیده | ||
Using stone columns to support the structure constructed over weak soil strata is a widespread technique among engineers. The performance of a stone column (SC) mainly depends upon the soil in which it is installed, the material used to prepare it, the pattern, and its dimensions. This study evaluates the potential utilisation of crushed concrete debris (CCD) and recycled concrete aggregate (RCA) in the SC construction. For this purpose, a series of model tests on the square foundation supported by SC constructed in soft soil were conducted. The effect of the length of the column, the diameter of the column, and the number of columns prepared by two materials, CCD and RCA, are considered in this study. It is found that the SC prepared by RCA has a better load carrying capacity than the SC prepared by CCD. The improvement factor (IF) is determined based on the load-carrying capacity of SC made with RCA and CCD with respect to untreated soil. Test results have shown that the CCD and RCA both have the potential to be use as a construction material for SC. | ||
کلیدواژهها | ||
Stone column؛ Load-carrying capacity؛ Crushed concrete debris؛ Recycled concrete aggregate | ||
آمار تعداد مشاهده مقاله: 61 تعداد دریافت فایل اصل مقاله: 43 |