Numerical study of comparing skirt sandpile with deep cement pile to improve load‒settlement response of circular footing in layered soils: Centric and eccentric effects
المصدر: Heliyon · الاستشهادات (Scopus): 1
| المجلد | 11 |
|---|---|
| العدد | 2 |
| الصفحات | e41710 |
| DOI | 10.1016/j.heliyon.2025.e41710 |
| نوع المنشور | مقالة دورية |
| الفهرسة | Scopus |