Wang et al 2021c - Revision history

Scipediacontent at 10:30, 22 July 2021

2021-07-22T10:30:33Z

Scipediacontent at 10:25, 22 July 2021

2021-07-22T10:25:16Z

Scipediacontent at 10:18, 22 July 2021

2021-07-22T10:18:12Z

Scipediacontent at 10:14, 22 July 2021

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Move page script: Move page script moved page Review 156654264638 to Wang et al 2021c

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Move page script moved page Review 156654264638 to Wang et al 2021c

Rimni at 09:56, 1 February 2021

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Rimni at 09:55, 1 February 2021

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Rimni at 09:28, 1 February 2021

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Rimni at 14:13, 29 January 2021

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Rimni at 13:56, 29 January 2021

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 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
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-|style="padding:10px;"|  [[Image:Review_156654264638-image15-c.png|396px]]
+|style="padding:10px;"|  [[Image:Wang_et_al_2021c_7278_image15-c.png|396px]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" style="padding:10px;"| '''Figure 6'''.  <math>\tau - \sigma</math> curve of 3 kinds of cement-tailing ratio (70% mass concentration, curing 28d)

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-| style="text-align: center;padding:10px;"|[[Image:Review_156654264638-image11-c.png|376px]]
+| style="text-align: center;padding:10px;"|[[Image:Wang_et_al_2021c_2188_image11-c.png|376px]]
-| style="text-align: center;padding:10px;"|[[Image:Review_156654264638-image12-c.png|center|376px]]
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 |style="text-align: center;font-size: 75%;"|(a)
 | style="text-align: center;font-size: 75%;"|(b)
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-| style="text-align: center;padding:10px;"|[[Image:Review_156654264638-image13-c.png|382px]]
+| style="text-align: center;padding:10px;"|[[Image:Wang_et_al_2021c_5216_image13-c.png|382px]]
-| style="text-align: center;padding:10px;"|[[Image:Review_156654264638-image14-c.png|center|376px]]
+| style="text-align: center;padding:10px;"|[[Image:Wang_et_al_2021c_6551_image14-c.png|center|376px]]
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 |style="text-align: center;font-size: 75%;"|(c)

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 | [[Image:Review_156654264638-picture- 8.svg|center|139px]]
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-| colspan="2" style="padding:10px;"|[[Image:Wang_et_al_2021c_4208_Fig2.png|438px]]
+| colspan="2" style="padding:10px;"|[[Image:Wang_et_al_2021c_4206_Fig2.png|438px]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="2" style="padding:10px;"| '''Figure 2'''. Schematic diagram for UPV testing of the cubic CPB sample

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 | [[Image:Review_156654264638-picture- 8.svg|center|139px]]
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-| colspan="2" style="padding:10px;"|[[Image:Review_156654264638-image4.png|438px]]
+| colspan="2" style="padding:10px;"|[[Image:Wang_et_al_2021c_4208_Fig2.png|438px]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="2" style="padding:10px;"| '''Figure 2'''. Schematic diagram for UPV testing of the cubic CPB sample

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 ==4. Conclusions==
-In this study, the effects of mass fraction and cement-tailing ratios on the mechanical performance and ultrasonic properties of CPB samples are investigated. A total of 144 CPB samples (<math display="inline">70.7 \times 70.7 \times70.7 </math> mm) prepared at different mass fraction and cement-tailing ratio were subjected to the UPV and UCS tests at 7,14 and 28 days of curing times. Based on the experimental results, the following conclusions can be drawn:
+In this study, the effects of mass fraction and cement-tailing ratios on the mechanical performance and ultrasonic properties of CPB samples are investigated. A total of 144 CPB samples (<math display="inline">70.7 \times 70.7 \times70.7 </math> mm) prepared at different mass fraction and cement-tailing ratio were subjected to the UPV and UCS tests at <math display="inline">7,14</math> and <math display="inline">28</math> days of curing times. Based on the experimental results, the following conclusions can be drawn:
 (1) The USC values increased with the mass fraction and cement-tailing ratio as well as the extension of curing time. Increasing contents of cementitious materials produce hydration products which in turn improve the USC values of CPB.

← Older revision	Revision as of 09:29, 4 May 2021
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 |}
-where <math>\sigma</math> is the effective stress, <math display="inline">  E </math>  the elastic modulus, <math display="inline"> \varepsilon  </math>  the strain and <math display="inline"> D  </math>  the damage value. When <math display="inline"> D=0  </math>, the backfill is no damage state; when '<math display="inline"> D=1 </math>, the backfill is in the course of absolute damage or failure.
+where <math>\sigma</math> is the effective stress, <math display="inline">  E </math>  the elastic modulus, <math display="inline"> \varepsilon  </math>  the strain and <math display="inline"> D  </math>  the damage value. When <math display="inline"> D=0  </math>, the backfill is no damage state; when <math display="inline"> D=1 </math>, the backfill is in the course of absolute damage or failure.
 Due to the complicated damage mechanism, the morphology and distribution of microscopic defects in the composite materials are random. The strength of the material obeys the Weibull statistical distribution [28].

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 The writers are thankful to the reviewers and the editor for their valuable suggestions to improve the quality of the manuscript.
-===Competing interest statement===
+'''Competing interest statement''': The authors declare no conflict of interest.
-−
 The authors declare no conflict of interest.
 ==References==