Performance and evaluation of calcium carbide residue stabilized lateritic soil for construction materials

被引：35
作者：
Chindaprasirt, Prinya [1 ,2 ]
Kampala, Apichit [3 ]
Jitsangiam, Peerapong [4 ]
Horpibulsuk, Suksun [5 ]
机构：
[1] Khon Kaen Univ, Fac Engn, Dept Civil Engn, Khon Kaen, Thailand
[2] Royal Soc Thailand, Acad Sci, Bangkok, Thailand
[3] Rajamangala Univ Technol Isan, Dept Civil Engn, Khon Kaen, Thailand
[4] Chiang Mai Univ, Fac Engn, Dept Civil Engn, Chiang Mai, Thailand
[5] Suranaree Univ Technol, Ctr Excellence Innovat Sustainable Infrastruct De, Dept Civil Engn, Nakhon Ratchasima, Thailand
来源：
CASE STUDIES IN CONSTRUCTION MATERIALS | 2020年 / 13卷
关键词：
Calcium carbide residue; Soil stabilization; Unconfined compressive strength; Modulus of elasticity; California Bearing Ratio; STRENGTH DEVELOPMENT; CEMENT; CLAY; ASH; AGGREGATE; MIXTURES; BEHAVIOR;
D O I：
10.1016/j.cscm.2020.e00389
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This research investigated the engineering properties of lateritic soil stabilized with calcium carbide residue (CCR), which is a by-product of an acetylene production process. The strength, modulus of elasticity and California Bearing Ratio of the stabilized soil were tested in both soaked and un-soaked conditions. The specimens were compacted under modified Proctor at optimum water content. Test result showed that the engineering properties of lateritic soil stabilized with CCR developed significantly over curing time, confirming the reaction between the calcium hydroxide in CCR and the pozzolanic material in the clay component of lateritic soil. The engineering properties of the un-soaked samples were higher than those of the soaked samples indicating the optimum water content was sufficient for the hydration reaction. The normalized engineering properties showed unique linear relationship when plotted against the log of curing time. This indicated that the pozzolanic reaction in CCR stabilized lateritic soil samples was the main factor for the engineering properties development in both un-soaked and soaked conditions. The unique linear relations could be used for the design for strength, modulus of elasticity and California Bearing Ratio of the stabilized soil. (C) 2020 The Authors. Published by Elsevier Ltd.
引用
收藏
页数：10
相关论文
共 50 条
  • [31] Mechanical Performance of Alkali-activated Stabilized Sandy Soil Reinforced with Glass Wool Residue Microfibers
    Kianynejad, Mohamad
    Toufigh, Mohamad Mohsen
    Toufigh, Vahid
    KSCE JOURNAL OF CIVIL ENGINEERING, 2024, 28 (02) : 581 - 595
  • [32] The curing mechanism and empirical model for the marine organic soft clay stabilized with calcium carbide residue and silica fume under the optimal ratio
    Zhu, J. -F.
    Zheng, Q. -Q.
    Tao, Y. -L.
    Ju, L. -Y
    Yang, H.
    Gong, X. -N.
    Pan, B. -J.
    Wang, Z. -Q.
    ACTA GEOTECHNICA, 2025, 20 (02) : 683 - 706
  • [33] Effect of calcium carbide residue and flyash in soil stabilisation for sand mixed clayey soil
    Baskar I.
    Keerthana K.
    Sakthisri K.
    Sona R.
    Materials Today: Proceedings, 2022, 69 : 1253 - 1259
  • [34] Analysis and Optimization of Tensile Strength for Loess Stabilized by Calcium Carbide Residue
    Pei, Yi
    Ding, Zhan
    Li, Peilong
    Xie, Xuan
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2023, 35 (08)
  • [35] Ameliorating effect of milled eggshell on cement stabilized lateritic soil for highway construction
    Oluwatuyi, Opeyemi E.
    Adeola, Bamidele O.
    Alhassan, Elijah A.
    Nnochiri, Emeka S.
    Modupe, Abayomi E.
    Elemile, Olugbenga O.
    Obayanju, Temidayo
    Akerele, Grace
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2018, 9
  • [36] High calcium fly ash geopolymer stabilized lateritic soil and granulated blast furnace slag blends as a pavement base material
    Phummiphan, Itthikorn
    Horpibulsuk, Suksun
    Rachan, Runglawan
    Arulrajan, Arul
    Shen, Shui-Long
    Chindaprasirt, Prinya
    JOURNAL OF HAZARDOUS MATERIALS, 2018, 341 : 257 - 267
  • [37] Experimental study on calcium carbide residue as a combined activator for coal gangue geopolymer and feasibility for soil stabilization
    Li, Yadong
    Li, Jianfeng
    Cui, Jie
    Shan, Yi
    Niu, Yanfei
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 312
  • [38] Stabilization of expansive soil using cementing material from rice husk ash and calcium carbide residue
    Liu, Yuyi
    Chang, Che-Way
    Namdar, Abdoullah
    She, Yuexin
    Lin, Chen-Hua
    Yuan, Xiang
    Yang, Qin
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 221 : 1 - 11
  • [39] Influence of Wet-Dry Cycles on Compressive Strength of Calcium Carbide Residue-Fly Ash Stabilized Clay
    Kampala, Apichit
    Horpibulsuk, Suksun
    Prongmanee, Nutthachai
    Chinkulkijniwat, Avirut
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2014, 26 (04) : 633 - 643
  • [40] Multiscale experimental analysis of marine clay stabilized with coal gangue–calcium carbide residue geopolymer
    Jianfeng Li
    Yi Shan
    Pengpeng Ni
    Yadong Li
    Jie Cui
    Jinwen Zhou
    Acta Geotechnica, 2023, 18 : 5921 - 5939
12345