Xianyang Qiu

Dr. Xianyang Qiu


Research Focus & Metrics

Academic Career Length

30Years (1997-Present)

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

Representative Publications

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1 April 2019 in Journal of Environmental Management
Verified
Journal Article
Closed access
Xin ChenXin Chen
Xin Chen
XSXiuzhi Shi
Xiuzhi Shi
JZJian Zhou
Jian Zhou
XDXianghong Du
Xianghong Du
Qiusong ChenQiusong Chen
Qiusong Chen
Xianyang QiuXianyang Qiu
Xianyang Qiu

19 February 2020 in Applied Sciences
Verified
Journal Article
Open access
PDF file
ZYZHI YU
ZHI YU
XSXIUZHI SHI
XIUZHI SHI
Jian ZhouJian Zhou
Jian Zhou
Xin ChenXin Chen
Xin Chen
Xianyang QiuXianyang Qiu
Xianyang Qiu
Most mines choose the drilling and blasting method which has the characteristics of being a cheap and efficient method to fragment rock mass, but blast-induced ground vibration damages the surrounding rock mass and structure and is a drawback. To predict, analyze and control the blast-induced ground vibration, the random forest (RF) model, Harris hawks optimization (HHO) algorithm and Monte Carlo simulation approach were utilized. A database consisting of 137 datasets was collected at different locations around the Tonglvshan open-cast mine, China. Seven variables were selected and collected as the input variables, and peak particle velocity was chosen as the output variable. At first, an RF model and a hybrid model, namely a HHO-RF model, were developed, and the prediction results checked by 3 performance indices to show that the proposed HHO-RF model can provide higher prediction performance. Then blast-induced ground vibration was simulated by using the Monte Carlo simulation approach and the developed HHO-RF model. After analyzing, the mean peak particle velocity value was 0.98 cm/s, and the peak particle velocity value did not exceed 1.95 cm/s with a probability of 90%. The research results of this study provided a simple, accurate method and basis for predicting, evaluating blast-induced ground vibration and optimizing the blast design before blast operation.

1 April 2018 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
Xianyang QiuXianyang Qiu
Xianyang Qiu
XSXiuzhi Shi
Xiuzhi Shi
GYGou Yonggang
Gou Yonggang
JZJian Zhou
Jian Zhou
HCHui Chen
Hui Chen
XHXiaofeng Huo
Xiaofeng Huo

8 March 2023 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
XHXiaofeng Huo
Xiaofeng Huo
Xianyang QiuXianyang Qiu
Xianyang Qiu
XSXiuzhi Shi
Xiuzhi Shi
HCHui Chen
Hui Chen
CZChengxing Zong
Chengxing Zong
CXChen Xie
Chen Xie

31 August 2020 in Engineering Optimization
Verified
Journal Article
Closed access
ZYZHI YU
ZHI YU
XSXiuzhi Shi
Xiuzhi Shi
Xianyang QiuXianyang Qiu
Xianyang Qiu
Jian ZhouJian Zhou
Jian Zhou
Xin ChenXin Chen
Xin Chen
YGYonggang Gou
Yonggang Gou
The accurate determination of postblast ore boundaries can significantly help to control ore loss and dilution in opencast mines. Determining the boundaries is difficult using methods other than direct and expensive blast-induced rock movement monitoring, so many mines directly use the preblast ore boundary to guide the shovel. A new postblast ore boundary determination method using a soft computing technique and stochastic modelling method is proposed. Based on a case study and performance comparison, a high-precision hybrid metaheuristic model combined with the sine cosine algorithm and random forest technique (SCA-RF) was developed and used in a Monte Carlo simulation to analyse the probability distribution and parameter sensitivity. Mining engineers can obtain a more accurate postblast ore boundary by moving the preblast ore boundary toward the free face by a certain distance after considering the probability distribution of blast-induced rock movement, which is significantly better than using the preblast ore boundary.

30 August 2023 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
ZZzongguo zhang
zongguo zhang
Xianyang QiuXianyang Qiu
Xianyang Qiu
XSXiuzhi Shi
Xiuzhi Shi
ZLZhihua Luo
Zhihua Luo
HCHui Chen
Hui Chen
CZChengxing Zong
Chengxing Zong