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
相关论文
共 50 条
  • [21] Validation of Foundation Design Method on Expansive Soils
    Chao, Kuo Chieh
    Nelson, John D.
    GEOTECHNICAL ENGINEERING, 2019, 50 (01): : 103 - 111
  • [22] Foundation Behaviour in Unsaturated Expansive Soils: A Review
    Mathuranayagam, Shanujah
    Liyanapathirana, Samanthika
    Fuentes, William
    Leo, Chin Jian
    Hu, Pan
    PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON TRANSPORTATION GEOTECHNICS, VOL 8, ICTG 2024, 2025, 409 : 289 - 297
  • [23] Swell Behavior of Expansive Soil with Free Lateral Movements
    Dhowian A.W.
    Al-Saadan T.A.
    Journal of King Saud University - Engineering Sciences, 2010, 22 (02) : 51 - 63
  • [24] Modeling of the Behavior of Expansive Soils
    Mamoune, Aissa S. M.
    Bekkouche, A.
    JORDAN JOURNAL OF CIVIL ENGINEERING, 2011, 5 (01) : 118 - 131
  • [25] Swelling behavior of expansive soils
    Nagaraj, H. B.
    Munnas, M. Mohammed
    Sridharan, A.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2010, 4 (01) : 99 - 110
  • [26] Effects of Testing Procedures on the Laboratory Determination of Swell Pressure of Expansive Soils
    Singhal, Sonal
    Houston, Sandra L.
    Houston, William N.
    GEOTECHNICAL TESTING JOURNAL, 2011, 34 (05): : 476 - 488
  • [27] A novel coupling model for risk analysis of swell and shrinkage of expansive soils
    Wang Mingwu
    Chen Guangyi
    COMPUTERS & MATHEMATICS WITH APPLICATIONS, 2011, 62 (07) : 2854 - 2861
  • [28] Swell-consolidation characteristics of fibre-reinforced expansive soils
    Phanikumar, B. R.
    Singla, Ravideep
    SOILS AND FOUNDATIONS, 2016, 56 (01) : 138 - 143
  • [29] Solid Wastes as Cushion Material to Prevent Swell Potential of Expansive Soils
    Sri Rambabu T.
    Prasada Raju G.V.R.
    Sivapullaiah P.V.
    Indian Geotechnical Journal, 2017, 47 (4) : 537 - 541
  • [30] Water repellency in soils: a historical overview
    DeBano, LF
    JOURNAL OF HYDROLOGY, 2000, 231 : 4 - 32