Please wait a minute...
Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2020, Vol. 14 Issue (6): 1545-1560   https://doi.org/10.1007/s11709-020-0678-4
  本期目录
Effect of microlimestone on properties of self-consolidating concrete with manufactured sand and mineral admixture
Fulin Qu1, Wengui Li1(), Xiaohui Zeng2, Zhiyu Luo1, Kejin Wang3, Daichao Sheng1
1. School of Civil and Environmental Engineering, University of Technology Sydney, Sydney NSW 2007, Australia
2. School of Civil Engineering, Central South University, Changsha 410075, China
3. Department of Civil, Construction and Environmental Engineering, Iowa State University, Ames, IA 50011, USA
 全文: PDF(5942 KB)   HTML
Abstract

Self-consolidating concrete (SCC) with manufactured sand (MSCC) is crucial to guarantee the quality of concrete construction technology and the associated property. The properties of MSCC with different microlimestone powder (MLS) replacements of retreated manufactured sand (TMsand) are investigated in this study. The result indicates that high-performance SCC, made using TMsand (TMSCC), achieved high workability, good mechanical properties, and durability by optimizing MLS content and adding fly ash and silica fume. In particular, the TMSCC with 12% MLS content exhibits the best workability, and the TMSCC with 4% MLS content has the highest strength in the late age, which is even better than that of SCC made with the river sand (Rsand). Though MLS content slightly affects the hydration reaction of cement and mainly plays a role in the nucleation process in concrete structures compared to silica fume and fly ash, increasing MLS content can evidently have a significant impact on the early age hydration progress. TMsand with MLS content ranging from 8% to 12% may be a suitable alternative for the Rsand used in the SCC as fine aggregate. The obtained results can be used to promote the application of SCC made with manufactured sand and mineral admixtures for concrete-based infrastructure.

Key wordsmicrolimestone powder    manufactured sand    retreated manufactured sand    self-consolidating concrete    mineral admixture
收稿日期: 2019-09-09      出版日期: 2021-01-12
Corresponding Author(s): Wengui Li   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2020, 14(6): 1545-1560.
Fulin Qu, Wengui Li, Xiaohui Zeng, Zhiyu Luo, Kejin Wang, Daichao Sheng. Effect of microlimestone on properties of self-consolidating concrete with manufactured sand and mineral admixture. Front. Struct. Civ. Eng., 2020, 14(6): 1545-1560.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-020-0678-4
https://academic.hep.com.cn/fsce/CN/Y2020/V14/I6/1545
Fig.1  
sand fineness modulus MLP content (%) methylene blue value (MB) apparent density (kg/m3) bulk
density (kg/m3)
tap
density (kg/m3)
void ratio bulk (%)
Rsand 2.96 2640 1501 1677 47
Msand 2.32 17.2 0.5 2670 1623 1821 39
Tab.1  
properties type I cement Class C FA SF microlimestone
blaine (m2·kg–1) 347 390 227.1
+ 325 mesh ( + 45 mm) 4.1% 18.4% 9.4% 22.7%
specific gravity 3.15 2.73 2.31 2.83
Tab.2  
components type I cement (%) Class C FA (%) SF (%) microlimestone (%)
SiO2 21.86 55.65 90.25 3.34
Al2O3 4.56 32.92 0.47 1.31
Fe2O3 3.47 5.18 0.91 1.01
CaO 65.44 2.48 0.43 90.6
MgO 2.60 0.43 0.93 2.81
Na2O 0.58 0.12 0.10 0.10
K2O 0.93 0.21 1.30 0.31
others 0.56 3.01 5.61 0.52
LOI 0.60 0.34 0.37 0.42
Tab.3  
mixes OPC (kg/m3) water (kg/m3) SF (kg/m3) FA (kg/m3) coarse aggregate (kg) fine aggregate (kg) SP(%)
Rsand TMsand MLS
TMSCC1 352.5 150 94 23.5 1157 623 0 (0%) 1.2
TMSCC2 352.5 150 94 23.5 1157 598.1 24.9 (4%) 1.2
TMSCC3 352.5 150 94 23.5 1157 573.2 49.8 (8%) 1.2
TMSCC4 352.5 150 94 23.5 1157 548.2 74.8 (12%) 1.2
TMSCC5 352.5 150 94 23.5 1157 523.3 99.7 (16%) 1.2
TMSCC6 352.5 150 94 23.5 1157 498.4 124.6 (20%) 1.2
RSCC 352.5 150 94 23.5 1157 623 0 1.2
MLSP1 352.5 150 94 23.5 0 (0%) 0.6
MLSP2 352.5 150 94 23.5 24.9 (4%) 0.6
MLSP3 352.5 150 94 23.5 49.8 (8%) 0.6
MLSP4 352.5 150 94 23.5 74.8 (12%) 0.6
MLSP5 352.5 150 94 23.5 99.7 (16%) 0.6
MLSP6 352.5 150 94 23.5 124.6 (20%) 0.6
Tab.4  
Fig.2  
Fig.3  
Fig.4  
Fig.5  
Fig.6  
Fig.7  
Fig.8  
Fig.9  
Fig.10  
Fig.11  
Fig.12  
Fig.13  
type limestone powder content (mg)
MLSP1 MLSP2 MLSP3 MLSP4 MLSP5 MLSP6
Ca(OH)2 0.98 0.77 0.61 0.58 0.55 0.52
Tab.5  
Fig.14  
Fig.15  
Fig.16  
Fig.17  
1 M Soleymani Ashtiani, A N Scott, R P Dhakal. Mechanical and fresh properties of high-strength self-compacting concrete containing class C fly ash. Construction & Building Materials, 2013, 47: 1217–1224
https://doi.org/10.1016/j.conbuildmat.2013.06.015
2 G C Long, H Liu, K L Ma, Y J Xie, W G Li. Development of high-performance self-compacting concrete applied as the filling layer of high-speed railway. Journal of Materials in Civil Engineering, 2018, 30(2): 04017268
https://doi.org/10.1061/(ASCE)MT.1943-5533.0002129
3 K Celik, C Meral, A Petek Gursel, P K Mehta, A Horvath, P J M Monteiro. Mechanical properties, durability, and life-cycle assessment of self-consolidating concrete mixtures made with blended portland cements containing fly ash and limestone powder. Cement and Concrete Composites, 2015, 56: 59–72
https://doi.org/10.1016/j.cemconcomp.2014.11.003
4 B Łaźniewska-Piekarczyk. The influence of selected new generation admixtures on the workability, air-voids parameters and frost-resistance of self compacting concrete. Construction & Building Materials, 2012, 31: 310–319
https://doi.org/10.1016/j.conbuildmat.2011.12.107
5 I M Nikbin, M H A Beygi, M T Kazemi, J Vaseghi Amiri, E Rahmani, S Rabbanifar, M Eslami. Effect of coarse aggregate volume on fracture behavior of self compacting concrete. Construction & Building Materials, 2014, 52: 137–145
https://doi.org/10.1016/j.conbuildmat.2013.11.041
6 S K Verma, S S Bhadauria, S Akhtar. Evaluating effect of chloride attack and concrete cover on the probability of corrosion. Frontiers of Structural and Civil Engineering, 2013, 7(4): 379–390
https://doi.org/10.1007/s11709-013-0223-9
7 W Li, Z Luo, C Long, Z Huang, L Huang, Q Yu, Z Sun. Mechanical strengths and microstructures of recycled aggregate concrete incorporating nanoparticles. Advances in Civil Engineering Materials, 2018, 7(1): 188–205
https://doi.org/10.1520/ACEM20160078
8 N Vijayaraghavan, A Wayal. Effect of manufactured sand on durability properties of concrete. American Journal of Engineering Research, 2013, 2: 437–440
9 J Gonçalves, L Tavares, R Toledo Filho, E Fairbairn, E Cunha. Comparison of natural and manufactured fine aggregates in cement mortars. Cement and Concrete Research, 2007, 37(6): 924–932
https://doi.org/10.1016/j.cemconres.2007.03.009
10 W Shen, Z Yang, L Cao, L Cao, Y Liu, H Yang, Z Lu, J Bai. Characterization of manufactured sand: Particle shape, surface texture and behavior in concrete. Construction & Building Materials, 2016, 114: 595–601
https://doi.org/10.1016/j.conbuildmat.2016.03.201
11 B X Li, G J Ke, M K Zhou. Influence of manufactured sand characteristics on strength and abrasion resistance of pavement cement concrete. Construction & Building Materials, 2011, 25(10): 3849–3853
https://doi.org/10.1016/j.conbuildmat.2011.04.004
12 B X Li, J L Wang, M K Zhou. Effect of limestone fines content in manufactured sand on durability of low-and high-strength concretes. Construction & Building Materials, 2009, 23(8): 2846–2850
https://doi.org/10.1016/j.conbuildmat.2009.02.033
13 M Westerholm, B Lagerblad, J Silfwerbrand, E Forssberg. Influence of fine aggregate characteristics on the rheological properties of mortars. Cement and Concrete Composites, 2008, 30(4): 274–282
https://doi.org/10.1016/j.cemconcomp.2007.08.008
14 P Nanthagopalan, M Santhanam. Fresh and hardened properties of self-compacting concrete produced with manufactured sand. Cement and Concrete Composites, 2011, 33(3): 353–358
https://doi.org/10.1016/j.cemconcomp.2010.11.005
15 A Bilodeau, V M Malhotra. High-volume fly ash system: Concrete solution for sustainable development. Materials Journal, 2000, 97(1): 41–48
16 L Singh, A Goel, S Bhattacharyya, G Mishra. Quantification of hydration products in cementitious materials incorporating silica nanoparticles. Frontiers of Structural and Civil Engineering, 2016, 10(2): 162–167
https://doi.org/10.1007/s11709-015-0315-9
17 M Jalal, A Pouladkhan, O F Harandi, D Jafari. Comparative study on effects of Class F fly ash, nano silica and silica fume on properties of high performance self compacting concrete. Construction & Building Materials, 2015, 94: 90–104
https://doi.org/10.1016/j.conbuildmat.2015.07.001
18 R Siddique, A Jameel, M Singh, D Barnat-Hunek, A Kunal, Aït-Mokhtar, R Belarbi, A Rajor. Effect of bacteria on strength, permeation characteristics and micro-structure of silica fume concrete. Construction & Building Materials, 2017, 142: 92–100
https://doi.org/10.1016/j.conbuildmat.2017.03.057
19 A Cwirzen, V Penttala. Aggregate-cement paste transition zone properties affecting the salt-frost damage of high-performance concretes. Cement and Concrete Research, 2005, 35(4): 671–679
https://doi.org/10.1016/j.cemconres.2004.06.009
20 S I Igarashi, A Watanabe, M Kawamura. Evaluation of capillary pore size characteristics in high-strength concrete at early ages. Cement and Concrete Research, 2005, 35(3): 513–519
https://doi.org/10.1016/j.cemconres.2004.06.036
21 H W Song, S W Pack, S H Nam, J C Jang, V Saraswathy. Estimation of the permeability of silica fume cement concrete. Construction & Building Materials, 2010, 24(3): 315–321
https://doi.org/10.1016/j.conbuildmat.2009.08.033
22 F U Shaikh, S W Supit. Compressive strength and durability properties of high volume fly ash (HVFA) concretes containing ultrafine fly ash (UFFA). Construction & Building Materials, 2015, 82: 192–205
https://doi.org/10.1016/j.conbuildmat.2015.02.068
23 W G Shen, Y Liu, L H Cao, X J Huo, Z G Yang, C C Zhou, P T He, Z Lu. Mixing design and microstructure of ultra high strength concrete with manufactured sand. Construction & Building Materials, 2017, 143: 312–321
https://doi.org/10.1016/j.conbuildmat.2017.03.092
24 D H Le, Y N Sheen, M N T Lam. Fresh and hardened properties of self-compacting concrete with sugarcane bagasse ash-slag blended cement. Construction & Building Materials, 2018, 185: 138–147
https://doi.org/10.1016/j.conbuildmat.2018.07.029
25 O A Mohamed, O F Najm. Compressive strength and stability of sustainable self-consolidating concrete containing fly ash, silica fume, and GGBS. Frontiers of Structural and Civil Engineering, 2017, 11(4): 406–411
https://doi.org/10.1007/s11709-016-0350-1
26 H Zhao, W Sun, X Wu, B Gao. The properties of the self-compacting concrete with fly ash and ground granulated blast furnace slag mineral admixtures. Journal of Cleaner Production, 2015, 95: 66–74
https://doi.org/10.1016/j.jclepro.2015.02.050
27 ASTM C29/C29M-17a. Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate. West Conshohocken: PA.ASTM International, 2017
28 ASTM 1611/C 1611M-14. Standard Test Method for Slump-Flow of Self Consolidating Concrete. West Conshohocken, PA: ASTM International, 2014
29 ASTM C39/C39M-18. Standard Test Method for Compressive Strength of Concrete. West Conshohocken, PA: ASTM International, 2018
30 ASTM C1202-19. Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration. West Conshohocken, PA: ASTM International, 2019
31 W Li, X Li, S J Chen, Y M Liu, W H Duan, S P Shah. Effects of graphene oxide on early-age hydration and electrical resistivity of Portland cement paste. Construction & Building Materials, 2017, 136: 506–514
https://doi.org/10.1016/j.conbuildmat.2017.01.066
32 I Flores-Vivian, R G K Pradoto, M Moini, M Kozhukhova, V Potapov, K Sobolev. The effect of SiO2 nanoparticles derived from hydrothermal solutions on the performance of Portland cement based materials. Frontiers of Structural and Civil Engineering, 2017, 11(4): 436–445
https://doi.org/10.1007/s11709-017-0438-2
33 E Cerro-Prada, M Manso, V Torres, J Soriano. Microstructural and photocatalytic characterization of cement-paste sol-gel synthesized titanium dioxide. Frontiers of Structural and Civil Engineering, 2016, 10(2): 189–197
https://doi.org/10.1007/s11709-015-0326-6
34 R Yin, C Zhang, Q Wu, B Li, H Xie. Damage on lining concrete in highway tunnels under combined sulfate and chloride attack. Frontiers of Structural and Civil Engineering, 2018, 12(3): 331–340
https://doi.org/10.1007/s11709-017-0421-y
35 M Coo, T Pheeraphan. Effect of sand, fly ash, and coarse aggregate gradation on preplaced aggregate concrete studied through factorial design. Construction & Building Materials, 2015, 93: 812–821
https://doi.org/10.1016/j.conbuildmat.2015.05.086
36 R Cepuritis, B Wigum, E Garboczi, E Mørtsell, S Jacobsen. Filler from crushed aggregate for concrete: Pore structure, specific surface, particle shape and size distribution. Cement and Concrete Composites, 2014, 54: 2–16
https://doi.org/10.1016/j.cemconcomp.2014.03.010
37 Z J Li, L Z Xiao, X S Wei. Determination of concrete setting time using electrical resistivity measurement. Journal of Materials in Civil Engineering, 2007, 19(5): 423–427
https://doi.org/10.1061/(ASCE)0899-1561(2007)19:5(423)
38 Y B Zuo, X S Wei. Portland cement hydration by electrical resistivity method and computer simulation. Journal of Testing and Evaluation, 2013, 41(3): 451–457
https://doi.org/10.1520/JTE20120244
39 Q Zhou, F P Glasser. Thermal stability and decomposition mechanisms of ettringite at<120°C. Cement and Concrete Research, 2001, 31(9): 1333–1339
https://doi.org/10.1016/S0008-8846(01)00558-0
40 Q Zhou, E Lachowski, F P Glasser. Metaettringite, a decomposition product of ettringite. Cement and Concrete Research, 2004, 34(4): 703–710
https://doi.org/10.1016/j.cemconres.2003.10.027
41 A Chaipanich, T Nochaiya. Thermal analysis and microstructure of Portland cement-fly ash-silica fume pastes. Journal of Thermal Analysis and Calorimetry, 2010, 99(2): 487–493
https://doi.org/10.1007/s10973-009-0403-y
42 W G Li, X Y Li, S J Chen, G C Long, Y M Liu, W H Duan. Effects of nanoalumina and graphene oxide on early-age hydration and mechanical properties of cement paste. Journal of Materials in Civil Engineering, 2017, 29(9): 04017087
https://doi.org/10.1061/(ASCE)MT.1943-5533.0001926
43 Y Zhu, H Cui, W Tang. Experimental investigation of the effect of manufactured sand and lightweight sand on the properties of fresh and hardened self-compacting lightweight concretes. Materials (Basel), 2016, 9(9): 735
https://doi.org/10.3390/ma9090735
44 T H Song, S H Lee, B Kim. Recycling of crushed stone powder as a partial replacement for silica powder in extruded cement panels. Construction & Building Materials, 2014, 52: 105–115
https://doi.org/10.1016/j.conbuildmat.2013.10.060
45 A C Santos, J A Ortiz-Lozano, N Villegas, A Aguado. Experimental study about the effects of granular skeleton distribution on the mechanical properties of self-compacting concrete (SCC). Construction & Building Materials, 2015, 78: 40–49
https://doi.org/10.1016/j.conbuildmat.2015.01.006
46 P K Mehta, P J Monteiro. Concrete: Microstructure, Properties and Materials. 4th ed. Gty McGraw Hill, 2014
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed