Chao Zhang

Chao Zhang


Research Focus & Metrics

Academic Career Length

8Years (2019-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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17 July 2023 in Construction and Building Materials
Verified
Journal Article
Closed access
CZChao Zhang
Chao Zhang
JFJianxin Fu
Jianxin Fu
WSWeidong Song
Weidong Song

1 March 2021 in Construction and Building Materials
Verified
Journal Article
Closed access
CZChao Zhang
Chao Zhang
JFJianxin Fu
Jianxin Fu
WSWeidong Song
Weidong Song
CDCuifeng Du
Cuifeng Du
HFHantao Fu
Hantao Fu

6 February 2024 in Journal of Building Engineering
Verified
Journal Article
Closed access
CZChao Zhang
Chao Zhang
WSWeidong Song
Weidong Song
Abbas TaheriAbbas Taheri
Abbas Taheri
JFJianxin Fu
Jianxin Fu
TZTianyu Zhao
Tianyu Zhao
YTYuye Tan
Yuye Tan

1 September 2024 in Journal of Building Engineering
Verified
Journal Article
Closed access
CZChao Zhang
Chao Zhang
JGJinping Guo
Jinping Guo
Abbas TaheriAbbas Taheri
Abbas Taheri
WSWei-dong Song
Wei-dong Song
XWXiaolin Wang
Xiaolin Wang
WXWenhao Xia
Wenhao Xia

22 April 2024 in Minerals
Verified
Journal Article
Open access
PDF file
CZChao Zhang
Chao Zhang
Abbas TaheriAbbas Taheri
Abbas Taheri
CDCuifeng Du
Cuifeng Du
WXWenhao Xia
Wenhao Xia
YUYE TANYUYE TAN
YUYE TAN
Macroscopic and microscopic properties of cemented paste backfill (CPB) were studied through uniaxial compressive testing, acoustic emission (AE) monitoring, and microscopic feature analysis. The research shows that the uniaxial compressive strength (UCS) and elastic modulus have an exponential function type positive correlation with the increase in curing time and a polynomial function type with the rise of curing temperature; the mechanical parameters reach the maximum when the curing temperature is 40 °C. Increasing the curing time and curing temperature can promote the transition from shear crack to tensile crack. Increasing the curing time and raising the curing temperature both promote the transition of shear crack to tensile crack in the CPB. Overall, the crack mode is a combination of tensile and shear crack. At room temperature, the shear cracks dominates in the initial stage, but the proportion of the shear cracks decreases as the pressure increases in uniaxial compression test. At a curing temperature of 60 °C, the crack mode transitions to a tensile-shear mixed crack, with tension becoming the dominant crack mode. Microscopic analysis suggests an excellent linear correlation between the pore fractal dimension, UCS, and elastic modulus. When the pore fractal dimension decreases, the mechanical parameters also decrease. The pore fractal dimension can effectively characterize the macroscopic mechanical properties. Finally, the curing temperature is divided into two stages, with 40 °C as the dividing line for analysis. In the first stage, the increase in curing temperature effectively improved the mechanical parameters; in the second stage, the excessively high hydration reaction rate weakened the mechanical parameters.

26 August 2021 in Environmental Earth Sciences
Verified
Journal Article
Closed access
PDF file
CZChao Zhang
Chao Zhang
JFJianxin Fu
Jianxin Fu
WSWei-dong Song
Wei-dong Song
YTYuye Tan
Yuye Tan
MKMingchao Kang
Mingchao Kang