Stabilization of Problematic Silty Sands Using Microsilica and Lime
In this study, to stabilize problematic silty sand soils, Microsilica-Lime admixture was used as an additive. Various samples containing 0, 1, 2, 5, 10 and 15% (by weight) Microsilica and 0, 1, 3 and 5% (by weight) Lime were prepared. To investigate the role of the studied additives on the stabiliza...
Saved in:
| Main Authors: | Ali Ghorbani, Hadi Hasanzadehshooiili, Masoud Karimi, Younes Daghigh, Jurgis Medzvieckas |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Riga Technical University Press
2015-03-01
|
| Series: | The Baltic Journal of Road and Bridge Engineering |
| Subjects: | |
| Online Access: | https://bjrbe-journals.rtu.lv/article/view/3419 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Liquid Nano-acrylic Co-Polymer as Additives with Cement and Hydrated Lime for Stabilizing Highway Subgrade Silty Soil
by: Mahmoud Enieb, et al.
Published: (2025-05-01) -
Composition and Properties of Lightweight Concrete of Variotropic Structure Based on Combined Aggregate and Microsilica
by: Evgenii M. Shcherban’, et al.
Published: (2025-01-01) -
Compaction and Collapse Characteristics of Dune Sand Stabilized with Lime-Silica Fume Mix
by: Mohammed Y. Fattah, et al.
Published: (2016-04-01) -
Investigation of CBR Value of Sylhet Sand Blended With Local Sand
by: Asma Ul Hosna, et al.
Published: (2025-04-01) -
Predictive modeling of Cbr and compressibility in lime stabilized lateritic soil using machine learning and Pchip data augmentation
by: Hyginus Obinna Ozioko, et al.
Published: (2025-08-01)