期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
Determination of optimal blowing-to-suction flow ratio in mechanized excavation face with wall-mounted swirling ventilation using numerical simulations 被引量:3
1
作者 Runze Gao Pengfei Wang +1 位作者 Yongjun Li Ronghua Liu 《International Journal of Coal Science & Technology》 EI CAS CSCD 2021年第2期248-264,共17页
Wall-mounted swirling ventilation is a new type of system in mechanized excavation faces with a dust sup-pression performance that is closely related to the blowing-to-suction flow ratio.Physical and simulation models... Wall-mounted swirling ventilation is a new type of system in mechanized excavation faces with a dust sup-pression performance that is closely related to the blowing-to-suction flow ratio.Physical and simulation models were developed according to the No.C103 mechanized excavation face in the Nahe Coal Mine of the Baise Mining Bureau,Guangxi Province to optimize the blowing-to-suction flow ratio for wall-mounted swirling ventilation.Both the k-εturbulence model and the discrete phase model were utilized to simulate airflow field structures and dust concentration distribution patterns at various blowing-to-suction flow ratios.The results suggest that higher blowing-to-suction flow ratios increase the airflow field disturbance around the working face and weaken the intensity of the axial air curtain.On the other hand,both the intensity of the radial air curtain and the dust suppression effect are enhanced.At a blowing-to-suction flow ratio of 0.8,the wall-mounted swirling ventilation system achieved the most favorable dust suppression performance.Both the total dust and respirable dust had their lowest concentrations with maximum efficiencies of reducing both types at 90.33%and 87.16%,respectively. 展开更多
关键词 Mechanized excavation face Wall-mounted swirling ventilation Blowing-to-suction flow ratio Airflow field DUST
下载PDF
Analytical solutions of limit support pressure and vertical earth pressure on cutting face for tunnels
2
作者 Pengfei Li Xiaopu Cui +1 位作者 Junwei Xia Xinyu Wang 《Underground Space》 SCIE EI CSCD 2023年第5期65-78,共14页
This paper focuses on theoretical analytical models to calculate the limit support pressure and vertical earth pressure on the cutting face for tunnels.The failure zone is divided into two parts:a sliding failure zone... This paper focuses on theoretical analytical models to calculate the limit support pressure and vertical earth pressure on the cutting face for tunnels.The failure zone is divided into two parts:a sliding failure zone and an upper loosen zone,and the limit support pressure calculation equation is derived.To verify the rationality of the theoretical model,it was compared with the existing theory,numerical simulation,and centrifugal test,and then the parameter analysis was carried out.The results show that the results of this paper agree well with the existing theory,numerical simulation,and centrifugal test.The inclination angle of the proposed mechanism is determined based on the results of the existing centrifuge test,and the recommended inclination angle is between 52°+φ/2 and 54°+φ/2.The method is proven to be safe and accurate.It can provide a theoretical basis for similar projects. 展开更多
关键词 Instability and failure excavation face stability Global method Soil arch effect Limit support pressure
下载PDF
Early construction cost and time risk assessment and evaluation of large-scale underground cavern construction projects in Singapore
3
作者 Varun Maruvanchery Shao Zhe Tiong Lee Kong Robert 《Underground Space》 SCIE EI 2020年第1期53-70,共18页
The applicability of the Decision Aids for Tunneling(DAT)as an early construction cost and time predicting tool for large-scale underground cavern construction projects is investigated in this study.For this purpose,t... The applicability of the Decision Aids for Tunneling(DAT)as an early construction cost and time predicting tool for large-scale underground cavern construction projects is investigated in this study.For this purpose,three large-scale underground cavern construction projects in Singapore are presented using the proposed framework.The data from Project A,which is already completed,are used to validate the prediction outcomes.The results show that the proposed workflow can well estimate the construction cost and time at the 95%confidence level.The DAT simulation results of the other two projects,which are in the early planning stages,are compared with Project A to assess the accuracy of the predicted cost and time.The results show that the proposed workflow with the DAT as a predictor is a valuable tool in estimating construction cost and time for large-scale underground cavern projects,particularly for feasibility studies. 展开更多
关键词 Cavern construction Decision Aids for Tunneling Partial face excavation Construction cost-time prediction Risk assessment Feasibility study
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部