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[期刊论文]

Reverse filling cementitious materials based on dense packing: The concept and application

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author:

Zheng, Keren (Zheng, Keren.) [1] | Liu, Yang (Liu, Yang.) [2] | Huang, Wei (Huang, Wei.) [3] (Scholars:黄伟) | Unfold

Indexed by:

EI Scopus SCIE

Abstract:

In order to improve the cement use efficiency, a concept of reverse filling is proposed and applied to formulate a binary system of limestone powder-superfine Portland cement based on dense packing. The compressive packing model and the minimum water demand method were used to predict and measure the packing density of the binary blends containing 15%, 25%, 30%, 35%, 40% and 50% of superfine Portland cement. A maximum packing density can be achieved at a low content of superfine Portland cement (similar to 25%), and the actual water to powder (cement + limestone filler) ratio can be reduced to 0.12 with the superfine Portland cement content between 25% and 30%. The compressive strength at 90 d reached 74.0 MPa and 94.0 MPa for the blends containing 25% and 30% of superfine Portland cement respectively. A very high cement hydration degree of similar to 93% was attained for the blend containing 25% of cement. (C) 2019 Elsevier B.V. All rights reserved.

Keyword:

Cementitious materials Cement use efficiency Dense packing Reverse filling

Community:

  • [ 1 ] [Zheng, Keren]Cent S Univ, Sch Civil Engn, Changsha 410075, Peoples R China
  • [ 2 ] [Liu, Yang]Cent S Univ, Sch Civil Engn, Changsha 410075, Peoples R China
  • [ 3 ] [Zhou, Jin]Cent S Univ, Sch Civil Engn, Changsha 410075, Peoples R China
  • [ 4 ] [Huang, Wei]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China
  • [ 5 ] [Cui, Dong]Nanjing Univ Sci & Technol, Sch Civil Engn, Nanjing 210094, Peoples R China

Reprint 's Address:

  • [Zheng, Keren]Cent S Univ, Sch Civil Engn, Changsha 410075, Peoples R China

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Source :

POWDER TECHNOLOGY

ISSN: 0032-5910

Year: 2020

Volume: 359

Page: 152-160

5 . 1 3 4

JCR@2020

4 . 5 0 0

JCR@2023

ESI Discipline: CHEMISTRY;

ESI HC Threshold:160

JCR Journal Grade:1

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 10

SCOPUS Cited Count: 11

30 Days PV: 1

Online/Total:150/10274924
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