Engineered Water Repellency for Mitigating Swell Behavior in Expansive Foundation Soils

被引:0
|
作者
Uduebor, Micheal [1 ]
Familusi, Adams [1 ]
Saulick, Yunesh [1 ]
Daniels, John [1 ]
Cetin, Bora [2 ]
机构
[1] Univ N Carolina, Dept Civil & Environm Engn, Charlotte, NC 28223 USA
[2] Michigan State Univ, Dept Civil & Environm Engn, E Lansing, MI USA
来源
IFCEE 2024: DRILLED AND DRIVEN FOUNDATIONS AND INNOVATIVE AND EMERGING APPROACHES FOR FOUNDATION ENGINEERING | 2024年 / 354卷
关键词
Expansive Soils; Engineered Water Repellency; Plasticity; Swelling; Clay;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Expansive soils, characterized by large deformations due to clay mineral swelling, pose persistent challenges for geotechnical and foundation engineers. These movements can continue for years, raising concerns for project owners. Moisture control is vital, as moisture triggers swelling and shrinkage in these soils. To address this issue, engineered water repellency (EWR) is proposed as an innovative solution. EWR involves making soils hydrophobic using organosilanes (OS), which keeps the soil at a stable moisture content year-round. In this study, a highly expansive clay was treated with OS at a 1:10 ratio (OS:soil by weight). The treatment significantly reduced expansive properties (soil plasticity and swelling), and a 75% increase in unconfined compressive strength after seven days. This approach offers a promising alternative for mitigating expansive soil issues, providing engineers and designers with an effective tool to address this challenging geotechnical problem.
引用
收藏
页码:332 / 342
页数:11
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