Geotechnical properties of cement-stabilised fill material: Developing a linear regression model for predicting unconfined compression strength and undrained shear stress

  • Muntasir Ahmed, Mostakim Ahmed, Lubaba Afzal*
Từ khóa: cement stabilisation for construction, compaction test, linear regression model, unconfined compressive strength, undrained shear stress

Tóm tắt

The use of cement stabilisation is considered a practical and cost-effective method in the construction sector for enhancing the geotechnical properties of fill materials. This research has the potential to introduce significant innovations in soil stability and strength, which are crucial for the design and construction of various geotechnical structures, such as foundations, embankments, and retaining walls...

Tác giả

Muntasir Ahmed, Mostakim Ahmed, Lubaba Afzal*

Civil Engineering Department, Bangladesh University of Engineering and Technology, Dhaka-1000, Bangladesh

điểm /   đánh giá
Phát hành ngày
2024-09-15