Journal
APPLIED SCIENCES-BASEL
Volume 9, Issue 1, Pages -Publisher
MDPI
DOI: 10.3390/app9010030
Keywords
black cotton soil; natural pozzolans; physical-mechanical properties; mineralogical change; deformation control
Categories
Funding
- China Communication and Construction Co. [2013-ZJKJ-02]
Ask authors/readers for more resources
Black cotton soil (BCS) forms a major soil group in Kenya and is characterized by high shrink/swell potential when exposed to water. A comprehensive series of laboratory tests were performed on BCS treated with lime (0-9%), volcanic ash (VA, 0-25%), and their combinations in order to study the physical-mechanical properties and mineralogical changes of the stabilized BCS. Moreover, a test road which replaced the BCS with the lime-VA-stabilized BCS was constructed to investigate the moisture change and soil movement in the BCS foundation. The results revealed that BCS stabilized with combinations of lime and VA shows larger California bearing ratio (CBR) and unconfined compressive strength (UCS) values when compared with a single stabilizer. BCS stabilized with 3% lime + 15% VA meets the performance requirements of roadbed materials in accordance with JTG D30-2015. The increase of pH and electrical conductivity (EC) in the stabilized soil promotes chemical reactions between the stabilizers and BCS to form new cementing agents, which are confirmed by X-ray diffraction (XRD) and transmission electron microscope (TEM) findings. The replacement of BCS with 3% lime + 15% VA-stabilized BCS shows an obvious effect on controlling the moisture change and soil movement in the foundation BCS. This research provides a low-cost strategy for making use of the vast resources of BCS in Kenya obtained from foundation excavation.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available