Microscopic characterization and strength characteristics of cemented backfill under different humidity curing conditions

Under different exploitive conditions, the humidity levels of the backfill stopes are not the same. Humidity greatly affects the strength and microscopic characterization of the backfill. Cemented paste backfill (CPB) specimens were cured using 0, 30, 70% and standard curing (20°C, 99%) under four d...

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Main Authors: Jianhua HU, Fengwen Zhao, Qifan Ren, Ye Kuang, Tan Zhou, Zhouquan Luo
Format: Article
Language:English
Published: The Royal Society 2019-12-01
Series:Royal Society Open Science
Subjects:
ucs
Online Access:https://royalsocietypublishing.org/doi/pdf/10.1098/rsos.191227
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spelling doaj-7744df71e3104268bdc9fcba32cfbe152020-11-25T03:06:28ZengThe Royal SocietyRoyal Society Open Science2054-57032019-12-0161210.1098/rsos.191227191227Microscopic characterization and strength characteristics of cemented backfill under different humidity curing conditionsJianhua HUFengwen ZhaoQifan RenYe KuangTan ZhouZhouquan LuoUnder different exploitive conditions, the humidity levels of the backfill stopes are not the same. Humidity greatly affects the strength and microscopic characterization of the backfill. Cemented paste backfill (CPB) specimens were cured using 0, 30, 70% and standard curing (20°C, 99%) under four different humidity conditions. At 28 days, nuclear magnetic resonance (NMR) and scanning electron microscopy (SEM) techniques were used to obtain the microscopic features of the CPB specimens. The relationships between the permeability and uniaxial compressive strength (UCS) of the CPB specimens, and the microscopic characteristics of the CPB specimens, were established. The results showed the following: (i) The permeability of the CPB had an exponential functional relationship with its stone powder content. (ii) The stone powder content of CPB and the peak area of the T2 spectrum are negatively correlated with the UCS. However, there was a T2 peak area corresponding to the worst UCS with the same stone powder content. (iii) The peak area of the T2 spectrum showed that the proportion of area of a small pore size was more than 80%, indicating that the pore size was mainly small. The pore diameter of small pores was linearly and inversely proportional to the UCS of the specimens. It can be found that the factors affecting the strength characteristics of CPB include not only the stone powder content, but also the curing conditions of different humidity.https://royalsocietypublishing.org/doi/pdf/10.1098/rsos.191227humiditypermeabilityt2 spectral areaucsweighted average t2
collection DOAJ
language English
format Article
sources DOAJ
author Jianhua HU
Fengwen Zhao
Qifan Ren
Ye Kuang
Tan Zhou
Zhouquan Luo
spellingShingle Jianhua HU
Fengwen Zhao
Qifan Ren
Ye Kuang
Tan Zhou
Zhouquan Luo
Microscopic characterization and strength characteristics of cemented backfill under different humidity curing conditions
Royal Society Open Science
humidity
permeability
t2 spectral area
ucs
weighted average t2
author_facet Jianhua HU
Fengwen Zhao
Qifan Ren
Ye Kuang
Tan Zhou
Zhouquan Luo
author_sort Jianhua HU
title Microscopic characterization and strength characteristics of cemented backfill under different humidity curing conditions
title_short Microscopic characterization and strength characteristics of cemented backfill under different humidity curing conditions
title_full Microscopic characterization and strength characteristics of cemented backfill under different humidity curing conditions
title_fullStr Microscopic characterization and strength characteristics of cemented backfill under different humidity curing conditions
title_full_unstemmed Microscopic characterization and strength characteristics of cemented backfill under different humidity curing conditions
title_sort microscopic characterization and strength characteristics of cemented backfill under different humidity curing conditions
publisher The Royal Society
series Royal Society Open Science
issn 2054-5703
publishDate 2019-12-01
description Under different exploitive conditions, the humidity levels of the backfill stopes are not the same. Humidity greatly affects the strength and microscopic characterization of the backfill. Cemented paste backfill (CPB) specimens were cured using 0, 30, 70% and standard curing (20°C, 99%) under four different humidity conditions. At 28 days, nuclear magnetic resonance (NMR) and scanning electron microscopy (SEM) techniques were used to obtain the microscopic features of the CPB specimens. The relationships between the permeability and uniaxial compressive strength (UCS) of the CPB specimens, and the microscopic characteristics of the CPB specimens, were established. The results showed the following: (i) The permeability of the CPB had an exponential functional relationship with its stone powder content. (ii) The stone powder content of CPB and the peak area of the T2 spectrum are negatively correlated with the UCS. However, there was a T2 peak area corresponding to the worst UCS with the same stone powder content. (iii) The peak area of the T2 spectrum showed that the proportion of area of a small pore size was more than 80%, indicating that the pore size was mainly small. The pore diameter of small pores was linearly and inversely proportional to the UCS of the specimens. It can be found that the factors affecting the strength characteristics of CPB include not only the stone powder content, but also the curing conditions of different humidity.
topic humidity
permeability
t2 spectral area
ucs
weighted average t2
url https://royalsocietypublishing.org/doi/pdf/10.1098/rsos.191227
work_keys_str_mv AT jianhuahu microscopiccharacterizationandstrengthcharacteristicsofcementedbackfillunderdifferenthumiditycuringconditions
AT fengwenzhao microscopiccharacterizationandstrengthcharacteristicsofcementedbackfillunderdifferenthumiditycuringconditions
AT qifanren microscopiccharacterizationandstrengthcharacteristicsofcementedbackfillunderdifferenthumiditycuringconditions
AT yekuang microscopiccharacterizationandstrengthcharacteristicsofcementedbackfillunderdifferenthumiditycuringconditions
AT tanzhou microscopiccharacterizationandstrengthcharacteristicsofcementedbackfillunderdifferenthumiditycuringconditions
AT zhouquanluo microscopiccharacterizationandstrengthcharacteristicsofcementedbackfillunderdifferenthumiditycuringconditions
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