Shear Strength and Durability of Expansive Soil Treated with Recycled Gypsum and Rice Husk Ash

被引:0
|
作者
Adajar, Mary Ann [1 ]
Tan, Jomari [1 ]
Ang, Allaina Bernice [1 ]
Lim, Miles Louis [1 ]
Seng, Kendrick Roy [1 ]
Sy, Vince Patrick [1 ]
机构
[1] De La Salle Univ, Dept Civil Engn, Manila 1004, Philippines
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 09期
关键词
recycled gypsum; rice husk ash; expansive soil; shear strength; modified hyperbolic model; wet-dry cycle; durability; water immersion; collapse index; strength loss; SOFT CLAY; FLY-ASH; STABILIZATION; BEHAVIOR; ADDITIVES; SILICA; AGENT; RATIO;
D O I
10.3390/app14093540
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Featured Application This research paper encourages repurposing waste material for ground improvement. The results of this study contribute towards a greater understanding of the strength and durability performance of treated soils under normal, fluctuating, and adverse moisture conditions.Abstract Expansive soil underlying structures pose a significant risk to the integrity of superstructures. Chemical soil stabilization can be used to strengthen soils due to the cost and impracticality of mechanical approaches. Waste materials such as recycled gypsum and rice husk ash have been considered alternatives because of their sustainable and economic advantages. A combination of these additives was used to address the high absorption of gypsum and the lack of cohesion of the pozzolan. The study assessed the short-term and long-term performance of expansive soil treated with recycled gypsum and rice husk ash under normal and fluctuating moisture conditions. Direct shear tests indicated ductile and compressive soil behavior with improved shear strength. A good approximation of stress-strain response was made with a modified hyperbolic model for treated soils that exhibited strain hardening and compressive volumetric strain. Durability and water immersion tests were performed for samples after varying curing periods and cycles of capillary soaking to assess the behavior when exposed to varied environmental conditions. Samples under the modified durability test experienced significant strength loss, with decreasing compressive strength as curing durations increased. Specimens in the modified water immersion test experienced significant strength loss; however, it was determined that curing durations did not contribute to the change in the strength of the sample. Expansion index tests also determined that the treatment effectively mitigated expansivity and collapsibility in all samples. Despite improvement in shear strength and expansion potential, further investigation is needed to enhance the durability of soil treated with gypsum and rice husk ash.
引用
收藏
页数:25
相关论文
共 50 条
  • [1] RECYCLED GYPSUM AND RICE HUSK ASH AS ADDITIVES IN THE STABILIZATION OF EXPANSIVE SOIL
    Tan, Jomari F.
    Adajar, Mary Ann Q.
    [J]. INTERNATIONAL JOURNAL OF GEOMATE, 2020, 18 (70): : 197 - 202
  • [2] STRENGTH AND PERMEABILITY CHARACTERISTICS OF EXPANSIVE SOIL WITH GYPSUM AND RICE HUSK ASH
    Edora, Angelo B.
    Adajar, Mary Ann Q.
    [J]. INTERNATIONAL JOURNAL OF GEOMATE, 2021, 21 (88): : 28 - 34
  • [3] THE DURABILITY OF LIME AND RICE HUSK ASH IMPROVED EXPANSIVE SOIL
    Zaika, Yulvi
    Suryo, Eko Andi
    [J]. INTERNATIONAL JOURNAL OF GEOMATE, 2020, 18 (65): : 171 - 178
  • [4] Strength and Microfabric of Expansive Soil Improved with Rice Husk Ash and Lime
    Ma, Jinrong
    Su, Yunhe
    Liu, Yuyi
    Tao, Xiangling
    [J]. ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [5] Influence of Rice Husk Ash on the Swelling and Strength Characteristics of Expansive Soil
    Arpit Jain
    Anil Kumar Choudhary
    J. N. Jha
    [J]. Geotechnical and Geological Engineering, 2020, 38 : 2293 - 2302
  • [6] Influence of Rice Husk Ash on the Swelling and Strength Characteristics of Expansive Soil
    Jain, Arpit
    Choudhary, Anil Kumar
    Jha, J. N.
    [J]. GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2020, 38 (02) : 2293 - 2302
  • [7] Strength and compressibility behaviors of expansive soil treated with coffee husk ash
    Atahu, M. K.
    Saathoff, F.
    Gebissa, A.
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2019, 11 (02) : 337 - 348
  • [8] Strength and compressibility behaviors of expansive soil treated with coffee husk ash
    M.K.Atahu
    F.Saathoff
    A.Gebissa
    [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2019, (02) : 337 - 348
  • [9] IMPROVEMENT OF EXPANSIVE SOIL BY RICE HUSK ASH
    Al-Soudany, Kawther Y. H.
    [J]. JOURNAL OF ENGINEERING SCIENCE AND TECHNOLOGY, 2021, 16 (06): : 5027 - 5043
  • [10] Strength and durability assessment of expansive soil stabilized with recycled ash and natural fibers
    Tiwari, Nitin
    Satyam, Neelima
    Puppala, Anand J.
    [J]. TRANSPORTATION GEOTECHNICS, 2021, 29