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
  • [31] Gypsum Induced Strength Behaviour of Fly Ash-Lime Stabilized Expansive Soil
    Sivapullaiah P.V.
    Jha A.K.
    [J]. Geotechnical and Geological Engineering, 2014, 32 (5) : 1261 - 1273
  • [32] Shear Strength Improvement of Clay Soil Stabilized by Coffee Husk Ash
    Munirwan, Reza Pahlevi
    Taha, Mohd Raihan
    Taib, Aizat Mohd
    Munirwansyah, Munirwansyah
    [J]. APPLIED SCIENCES-BASEL, 2022, 12 (11):
  • [33] Classification, shear strength, and durability of expansive clayey soil stabilized with lime and perlite
    Calik, Umit
    Sadoglu, Erol
    [J]. NATURAL HAZARDS, 2014, 71 (03) : 1289 - 1303
  • [34] Enhancing Concrete Durability and Strength with Fly Ash, Steel Slag, and Rice Husk Ash for Marine Environments
    Barragan-Ramirez, Rodolfo
    Gonzalez-Hernandez, Andres
    Bautista-Ruiz, Jorge
    Ospina, Michel
    Chaparro, Willian Aperador
    [J]. MATERIALS, 2024, 17 (12)
  • [35] Classification, shear strength, and durability of expansive clayey soil stabilized with lime and perlite
    Umit Calik
    Erol Sadoglu
    [J]. Natural Hazards, 2014, 71 : 1289 - 1303
  • [36] Effect of fly ash and rice husk ash on strength and durability of binary and ternary blend cement mortar
    Kanthe V.N.
    Deo S.V.
    Murmu M.
    [J]. Asian Journal of Civil Engineering, 2018, 19 (8) : 963 - 970
  • [37] Effect of waste rice husk ash from rice husk fuelled brick kilns on strength, durability and thermal performances of mortar
    De Silva, G. H. M. J. Subashi
    Vishvalingam, S.
    Etampawala, T.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2021, 268
  • [38] Strength and durability studies on paver blocks with rice husk ash as partial replacement of cement
    Kumar, Aegula Shravan
    Gopi, R.
    [J]. MATERIALS TODAY-PROCEEDINGS, 2022, 52 : 683 - 688
  • [39] Strength, Hydraulic, and Microstructural Characteristics of Expansive Soils Incorporating Marble Dust and Rice Husk Ash
    Jalal, Fazal E.
    Mulk, Sultani
    Memon, Shazim Ali
    Jamhiri, Babak
    Naseem, Ahsan
    [J]. ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [40] Modification of Mechanical Properties of Expansive Soil from North China by Using Rice Husk Ash
    Taha, Mazahir M. M.
    Feng, Cheng-Pei
    Ahmed, Sara H. S.
    [J]. MATERIALS, 2021, 14 (11)