Jian Hao

Dr. Jian Hao


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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15 March 2024 in Sustainability
Verified
Journal Article
Open access
PDF file
SJShun Jia
Shun Jia
YYYang Yang
Yang Yang
SLShuyu Li
Shuyu Li
WSWang Shang
Wang Shang
ALAnbang Li
Anbang Li
LHLuoke Hu
Luoke Hu
Exploration of the green flexible job-shop scheduling problem is essential for enterprises aiming for sustainable practices, including energy conservation, emissions reduction, and enhanced economic and social benefits. While existing research has predominantly focused on carbon emissions or energy consumption as green scheduling objectives, this paper addresses the broader scope by incorporating the impact of variable energy prices on energy cost. Through the introduction of an energy cost model based on time-of-use electricity pricing, the study formulates a multi-objective optimization model for green flexible job-shop scheduling. The objectives include minimizing cost, reducing carbon emissions, and maximizing customer satisfaction. To prevent premature convergence and maintain population diversity, an enhanced genetic algorithm is employed for solving. The validation of the algorithm’s effectiveness is demonstrated through specific examples, providing decision results for optimal scheduling under various weight combinations. The research outcomes hold substantial practical value as they can significantly reduce energy expenses, lower carbon emissions, and elevate customer satisfaction while safeguarding production efficiency. This contributes to enhancing the market competitiveness and green brand image of businesses.

29 January 2019 in Processes
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Journal Article
Open access
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JHJian Hao
Jian Hao
YSYongkui Shi
Yongkui Shi
JLJiahui Lin
Jiahui Lin
XWXin Wang
Xin Wang
HXHongchun Xia
Hongchun Xia
Backfill mining is widely used to control strata movement and improve the stress environment in China’s coal mines. In the present study, the effects of backfill mining on strata movement and water inrush were studied based on a case study conducted in Caozhuang Coal Mine. The in-situ investigation measured abutment pressure distribution (APD), roof floor displacement (RFD), and vertical stress in the backfill area. Results are as follows: (i) The range and peak of APD, RFD, and vertical stress in the backfill area are smaller than in traditional longwall mining with the caving method. (ii) Backfill mining could change the movement form and amplitude of overburden and improve the ground pressure environment. (iii) Floor failure depth (FFD) is much smaller in backfill mining. Backfill mining can be an effective method for floor water inrush prevention.

26 October 2019 in Arabian Journal of Geosciences
Verified
Journal Article
Closed access
PDF file
XJXie Jingna
Xie Jingna
NGNi Guanhua
Ni Guanhua
JHJian Hao
Jian Hao
XHXie Hongchao
Xie Hongchao
CWCheng Weimin
Cheng Weimin
ZLZhuanSun Lingxun
ZhuanSun Lingxun

13 January 2022 in Shock and Vibration
Verified
Journal Article
Open access
PDF file
Xuepeng ZhangXuepeng Zhang
Xuepeng Zhang
Yujing JiangYujing Jiang
Yujing Jiang
YCYue Cai
Yue Cai
XLXin Li
Xin Li
Naser GolsanamiNaser Golsanami
Naser Golsanami
XWXiaohan Wang
Xiaohan Wang
Stochastic medium (SM) theory is a practical method in ground settlement prediction, while its nonintegrable double integral form makes the solution process complicated. A simplified analytical solution based on the SM theory is developed to predict the ground movement in tunneling excavation. With the simplified solution, the ground movement for single tunnel and twin tunnels could be predicted based on the gap parameter G and influence angle β. A feasible approach is developed to estimate these two parameters using the maximum ground settlement Smax and tunnel design parameters, including tunnel depth H and diameter R. The proposed approach can be used to predict the ground movement curve for both circular and noncircular cross section tunnels. To validate its accuracy, the results predicted by the simplified procedure are compared with those obtained by the SM theory and measured in situ. The comparisons show that the current results agree well with those obtained by the SM theory and measured in situ. The comparison of five tunnels in literature illustrates that the simplified method can provide a more reasonable prediction for the ground movement induced by tunneling.