Alternative cap materials for evaluating the compressive strength of controlled low-strength materials

被引:9
|
作者
Trejo, D
Folliard, K
Du, LX
机构
[1] Texas A&M Univ, Dept Civil Engn, College Stn, TX 77845 USA
[2] Univ Texas, Dept Civil Engn, Austin, TX 78712 USA
关键词
compressive strength; sulfur; materials;
D O I
10.1061/(ASCE)0899-1561(2003)15:5(484)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research investigated the influence of different capping materials on the compressive strength of controlled low-strength material (CLSM). These capping materials included a sulfur compound, gypsum capping compound, and neoprene pads with different durometer hardness values. Neoprene pads with Shore A durometer hardness values of 20, 40, 50, 60, and 70 were incorporated into the test program. A total of eight CLSM mixtures that covered a wide range of mixture compositions was included in this study. Sulfur capping compound was found to generate the most consistent compressive strength values and was thus used as a control in qualifying other capping materials. With a slightly modified ASTM C 1231 procedure, neoprene pads with a Shore A durometer value equal to or less than 50 were qualified to yield compressive strength values not less than 80% of the corresponding value from the sulfur mortar capping compound results at a significance level of 5%, as required in ASTM D 4832. At this same level of significance, the compressive values from CLSM cylinders capped with gypsum capping compound were found to be more than 92% of the control values from the sulfur mortar capped cylinder results. But, this capping procedure was found to be more time consuming than the neoprene pad testing. As such, sulfur capping compound and neoprene pads with a Shore A durometer value of not more than 50 are recommended to evaluate the compressive strength of CLSM cylinders.
引用
收藏
页码:484 / 490
页数:7
相关论文
共 50 条
  • [1] Investigated on predictive compressive strength model and setting time of controlled low-strength materials
    Huang M.Y.
    Huang C.F.
    Lin J.D.
    Ho M.C.
    International Journal of Pavement Research and Technology, 2020, 13 (2) : 129 - 137
  • [2] Investigated on predictive compressive strength model and setting time of controlled low-strength materials
    Huang, Min Yen
    Huang, Chih Fong
    Lin, Jyh Dong
    Ho, Min Che
    International Journal of Pavement Research and Technology, 2020, 13 (02): : 129 - 137
  • [3] Effects of constituent materials and quantities on water demand and compressive strength of controlled low-strength material
    Du, LX
    Folliard, KJ
    Trejo, D
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2002, 14 (06) : 485 - 495
  • [4] Long term strength gain of controlled low-strength materials
    Mullarky, JI
    DESIGN AND APPLICATION OF CONTROLLED LOW-STRENGTH MATERIALS (FLOWABLE FILL), 1998, 1331 : 102 - 107
  • [5] Laboratory characterization of controlled low-strength materials
    Qian, Jinsong
    Shu, Xiang
    Dong, Qiao
    Ling, Jianming
    Huang, Baoshan
    MATERIALS & DESIGN, 2015, 65 : 806 - 813
  • [6] Corrosion of metallic materials in controlled low-strength materials - Part 4
    Halmen, C
    Trejo, D
    Folliard, KJ
    Du, LX
    ACI MATERIALS JOURNAL, 2006, 103 (01) : 53 - 59
  • [7] Corrosion of metallic materials in controlled low-strength materials - Part 3
    Halmen, C
    Trejo, D
    Folliard, KJ
    Du, LX
    ACI MATERIALS JOURNAL, 2005, 102 (06) : 429 - 437
  • [8] Cement kiln dust in controlled low-strength materials
    Pierce, CE
    Tripathi, H
    Brown, TW
    ACI MATERIALS JOURNAL, 2003, 100 (06) : 455 - 462
  • [9] Cement Kiln Dust in Controlled Low-strength Materials
    Pierce, Charles E.
    Tripathi, Himanshu
    Brown, Travis W.
    2003, American Concrete Institute (100)
  • [10] A new unbonded capping practice for evaluating the compressive strength of Controlled Low-Strength Material cylinders
    Du, LX
    Folliard, KJ
    Trejo, D
    CEMENT CONCRETE AND AGGREGATES, 2004, 26 (01): : 1 - 8