Improved Mechanical Properties of Cement-Stabilized Soft Clay Using Garnet Residues and Tire-Derived Aggregates for Subgrade Applications

被引:7
|
作者
Sukmak, Patimapon [1 ,2 ]
Sukmak, Gampanart [1 ,2 ]
Horpibulsuk, Suksun [3 ,4 ,5 ]
Kassawat, Sippakarn [6 ]
Suddeepong, Apichat [4 ,7 ]
Arulrajah, Arul [8 ]
机构
[1] Walailak Univ, Sch Engn, Technol, Nakhonsithammarat 80161, Thailand
[2] Walailak Univ, Ctr Excellence Sustainable Disaster Management, Nakhonsithammarat 80161, Thailand
[3] Suranaree Univ Technol, Sch Civil Engn, Nakhon Ratchasima 30000, Thailand
[4] Suranaree Univ Technol, Ctr Excellence Innovat Sustainable Infrastruct De, Nakhon Ratchasima 30000, Thailand
[5] Acad Sci, Royal Soc Thailand, Bangkok 10300, Thailand
[6] Prince Songkla Univ, Fac Commerce & Management, Trang Campus, Trang 92000, Thailand
[7] Suranaree Univ Technol, Sch Civil & Infrastruct Engn, Nakhon Ratchasima 30000, Thailand
[8] Swinburne Univ Technol, Dept Civil & Construct Engn, Melbourne, Vic 3000, Australia
关键词
soil-cement; pavement geotechnics; ground improvement; recycled waste; fatigue life; subgrade; compressive strength; WASTE ROCK BLENDS; FLY-ASH; STRENGTH DEVELOPMENT; MARINE CLAY; CONCRETE; BEHAVIOR; RUBBER; REPLACEMENT; GLASS;
D O I
10.3390/su132111692
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The growth of the global economy in recent years has resulted in an increase in infrastructure projects worldwide and consequently, this has led to an increase in the quantity of waste generated. Two recycled materials, namely garnet residues (GR) and tire-derived aggregates (TDA), were used to improve mechanical properties of soft clay (SC) subgrade in this study. GR was evaluated as a replacement material in SC prior to Type I Portland cement stabilization. TDA was also studied as an elastic material in cement-stabilized SC-GR. The laboratory tests on the cement-TDA-stabilized SC-GR included unconfined compressive strength (UCS), indirect tensile stress (ITS) and indirect tensile fatigue (ITF). Microstructural analysis on the cement-TDA-stabilized SC-GR was also performed to illustrate the role of GR and TDA contents on the degree of hydration. The UCS of cement-stabilized SC-GR increased when cement content increased from 0% to 2%. Beyond 2% cement content, the UCS development was slightly slower, possibly due to the presence of insufficient water for hydration. The GR reduces the specific surface and particle contacts of the SC-GR blends to be bonded with cementitious products. The optimum SC:GR providing the highest UCS was found to be 90:10 for all cement contents. Increased amounts of GR led to a reduction in UCS values due to its high water absorption, resulting in the insufficient water for the cement hydration. Moreover, the excessive GR replacement ratio weakened the interparticle bond strength due to its smooth and round particles. The TDA addition can enhance the fatigue resistance of the cement-stabilized SC-GR. The maximum fatigue life was found at 2% TDA content. The excessive TDA caused large amounts of micro-cracks in cement-TDA-stabilized SC-GR due to the low adhesion property of TDA. The SC:GR = 90:10, cement content = 2% and TDA content = 2% were suggested as the optimum ingredients. The outcome of this research will promote the usage of GR and TDA to develop a green high-fatigue-resistant subgrade material.</p>
引用
收藏
页数:19
相关论文
共 26 条
  • [1] Mechanical and microstructural properties of cement-stabilized soft clay improved by sand replacement and biochar additive for subgrade applications
    Kunchariyakun, Kittipong
    Sukmak, Patimapon
    Sukmak, Gampanart
    Phunpeng, Veena
    Horpibulsuk, Suksun
    Arulrajah, Arul
    Zhou, Annan
    DEVELOPMENTS IN THE BUILT ENVIRONMENT, 2024, 20
  • [2] Effect of zeolite and bentonite on the mechanical properties of cement-stabilized soft clay
    Osman, A. A. -M.
    Al-Tabbaa, A.
    SOFT SOIL ENGINEERING, 2007, : 681 - 690
  • [3] Using fiber and liquid polymer to improve the behaviour of cement-stabilized soft clay
    Ayeldeen, Mohamed
    Kitazume, Masaki
    GEOTEXTILES AND GEOMEMBRANES, 2017, 45 (06) : 592 - 602
  • [4] Prediction of mechanical and penetrability properties of cement-stabilized clay exposed to sulfate attack by use of soft computing methods
    Alper Sezer
    Gözde İnan Sezer
    Ali Mardani-Aghabaglou
    Selim Altun
    Neural Computing and Applications, 2020, 32 : 16707 - 16722
  • [5] Prediction of mechanical and penetrability properties of cement-stabilized clay exposed to sulfate attack by use of soft computing methods
    Sezer, Alper
    Sezer, Gozde Inan
    Mardani-Aghabaglou, Ali
    Altun, Selim
    NEURAL COMPUTING & APPLICATIONS, 2020, 32 (21): : 16707 - 16722
  • [6] Some mechanical properties of cement stabilized malaysian soft clay
    Ho, Meei-Hoan
    Chan, Chee-Ming
    World Academy of Science, Engineering and Technology, 2011, 74 : 24 - 31
  • [7] Mechanical Characteristics and Damage Constitutive Model of Fiber-Reinforced Cement-Stabilized Soft Clay
    Yan, Tiecheng
    Zhang, Xingyuan
    Cai, Sutong
    Zhou, Zefeng
    An, Ran
    Zhang, Xianwei
    APPLIED SCIENCES-BASEL, 2024, 14 (04):
  • [8] The effect of polymeric fibers on the mechanical properties of cement-stabilized clay soils in Northern Iran
    Arabani, Mahyar
    Haghsheno, Hamed
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2020, 14 (05) : 557 - 568
  • [9] Experimental study on the evaluation in thermal-hydraulic-mechanical-chemical properties of cement-stabilized clay
    Chen, Zihan
    PLOS ONE, 2024, 19 (11):
  • [10] Feasibility study of cement-stabilized materials using 100% mixed recycled aggregates from perspectives of mechanical properties and microstructure
    Meng, Tao
    Lian, Songsong
    Ying, Kanjun
    Yu, Hongming
    REVIEWS ON ADVANCED MATERIALS SCIENCE, 2021, 60 (01) : 490 - 502