Two-dimensional study of the inclusions of skirt sand and deep cement piles to improve the load‒displacement behavior of circular foundations on soft clay soil
المصدر: Heliyon · الاستشهادات (Scopus): 4
| المجلد | 9 |
|---|---|
| العدد | 2 |
| الصفحات | e13627 |
| DOI | 10.1016/j.heliyon.2023.e13627 |
| نوع المنشور | مقالة دورية |
| الفهرسة | Scopus |