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Improving slurryability, rheology,and stability of slurry fuel from blending petroleum coke with lignite 被引量:3
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作者 Jun-Hong Wu Jian-Zhong Liu +3 位作者 Yu-Jie Yu rui-kun wang Jun-Hu Zhou Ke-Fa Cen 《Petroleum Science》 SCIE CAS CSCD 2015年第1期157-169,共13页
Petroleum coke and lignite are two important fossil fuels that have not been widely used in China. Petroleum coke-lignite slurry (PCLS), a mixture of petro- leum coke, lignite, water, and additives, efficiently util... Petroleum coke and lignite are two important fossil fuels that have not been widely used in China. Petroleum coke-lignite slurry (PCLS), a mixture of petro- leum coke, lignite, water, and additives, efficiently utilizes the two materials. In this study, we investigate the effects of the proportion (7) of petroleum coke on slurryability, rheo- logical behavior, stability, and increasing temperature characteristics of PCLSs. The results show that the fixed- viscosity solid concentration (COo) increases with increasing 7. The ~Oo of lignite-water slurry (LWS, ~ = 0) is 46.7 %, compared to 71.3 % for the petroleum coke-water slurry (PCWS, c~ --- i00 %), while that of PCLS is in between the two values. The rheological behavior of PCLS perfectly fits the power-law model. The PCWS acts as a dilatant fluid. As decreases, the slurry behaves first as an approximate Newtonian fluid, and then turns into a pseudo-plastic fluid that exhibits shear-thinning behavior. With increasing ct, the rigid sedimentation and water separation ratio (WSR) increase, indicating a decrease in the stability of PCLS. When α is 60-70 %, the result is a high-quality slurry fuel for industrial applications, which has high slurryability (ω0 = 57-60 %), good stability (WSR 〈 2 %), and superior pseudo-plastic behavior (n = 0.9). 展开更多
关键词 Petroleum coke LIGNITE Coal-water slurry Rheological characteristics Slurry stability
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Numerical study on failure propagation between two closely spaced tunnels 被引量:1
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作者 Gang ZHENG Rui ZHU +4 位作者 Ji-bin SUN Tian-qi ZHANG Jing-bo TONG rui-kun wang Yu DIAO 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2021年第11期894-908,共15页
An increasing number of engineering accidents have shown that the failure of a tunnel can propagate to a neighbouring tunnel.However,due to the complex interaction between the failed tunnel structure and the soil medi... An increasing number of engineering accidents have shown that the failure of a tunnel can propagate to a neighbouring tunnel.However,due to the complex interaction between the failed tunnel structure and the soil medium,the mechanism by which the failure is propagated between two closely spaced tunnels remains unclear.In this study,the coupled EulerianLagrangian(CEL)modelling technique was adopted to investigate the influence of a failed tunnel(FT)on an adjacent tunnel,which was termed an“influenced tunnel”(IT).The safety of the IT was analysed in detail under different circumstances,such as different failure positions of the FT,different failure degrees of the FT,and different spatial relationships between the two tunnels.The simulation results indicated that the most adverse case may occur when the two tunnels are arranged as offsets and the IT is the upper tunnel.Under this circumstance,significant shear deformation may occur in IT because IT is located at the shear band of the FT. 展开更多
关键词 Failure propagation Closely spaced tunnels Coupled Eulerian-Lagrangian(CEL)
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