Effect of Mineral Additives on the Behavior of an Expansive Soil for Use in Highway Subgrade Soils
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 orde...
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doaj-2b0e79c7c98e4716887efc762f2bcf052020-11-24T21:23:01ZengMDPI AGApplied Sciences2076-34172018-12-01913010.3390/app9010030app9010030Effect of Mineral Additives on the Behavior of an Expansive Soil for Use in Highway Subgrade SoilsYongzhen Cheng0Xiaoming Huang1Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, Huai’an 223001, ChinaSchool of Transportation, Southeast University, Nanjing 210096, ChinaBlack 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.http://www.mdpi.com/2076-3417/9/1/30black cotton soilnatural pozzolansphysical–mechanical propertiesmineralogical changedeformation control |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Yongzhen Cheng Xiaoming Huang |
spellingShingle |
Yongzhen Cheng Xiaoming Huang Effect of Mineral Additives on the Behavior of an Expansive Soil for Use in Highway Subgrade Soils Applied Sciences black cotton soil natural pozzolans physical–mechanical properties mineralogical change deformation control |
author_facet |
Yongzhen Cheng Xiaoming Huang |
author_sort |
Yongzhen Cheng |
title |
Effect of Mineral Additives on the Behavior of an Expansive Soil for Use in Highway Subgrade Soils |
title_short |
Effect of Mineral Additives on the Behavior of an Expansive Soil for Use in Highway Subgrade Soils |
title_full |
Effect of Mineral Additives on the Behavior of an Expansive Soil for Use in Highway Subgrade Soils |
title_fullStr |
Effect of Mineral Additives on the Behavior of an Expansive Soil for Use in Highway Subgrade Soils |
title_full_unstemmed |
Effect of Mineral Additives on the Behavior of an Expansive Soil for Use in Highway Subgrade Soils |
title_sort |
effect of mineral additives on the behavior of an expansive soil for use in highway subgrade soils |
publisher |
MDPI AG |
series |
Applied Sciences |
issn |
2076-3417 |
publishDate |
2018-12-01 |
description |
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. |
topic |
black cotton soil natural pozzolans physical–mechanical properties mineralogical change deformation control |
url |
http://www.mdpi.com/2076-3417/9/1/30 |
work_keys_str_mv |
AT yongzhencheng effectofmineraladditivesonthebehaviorofanexpansivesoilforuseinhighwaysubgradesoils AT xiaominghuang effectofmineraladditivesonthebehaviorofanexpansivesoilforuseinhighwaysubgradesoils |
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