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考虑尺寸效应的倾倒式危岩体爆破振动动力稳定研究
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作者 曲芯雨 李洪涛 +2 位作者 姚强 李程 冯思敏 《爆破》 CSCD 北大核心 2023年第1期154-159,212,共7页
危岩体稳定性计算是危岩体崩塌地质灾害防治的关键,提出科学准确的危岩体稳定性计算方法对预测危岩体崩塌具有重要的现实意义。拟静力法进行危岩体爆破动力稳定分析,不能真实反映危岩体形状、尺寸及爆破地震频率、初相位等因素对动力荷... 危岩体稳定性计算是危岩体崩塌地质灾害防治的关键,提出科学准确的危岩体稳定性计算方法对预测危岩体崩塌具有重要的现实意义。拟静力法进行危岩体爆破动力稳定分析,不能真实反映危岩体形状、尺寸及爆破地震频率、初相位等因素对动力荷载实际作用情况的影响。针对倾倒式危岩体,在传统极限平衡和条分法的基础上,考虑了危岩体形状、几何尺寸、爆破地震波频率和入射初相位等因素,建立了考虑尺寸效应的爆破动力稳定分析方法,利用MATLAB软件编制了相应计算程序。算例验证结果表明:计算出的稳定性系数随爆破地震入射初相位的变化呈现一定周期性规律变化,在参数一定的情况下,运用本文方法和程序计算出的危岩体最小稳定性系数与传统拟静力法计算结果比较接近,但均略大于传统拟静力法计算结果,相对差值在5.1%~8.2%之间,符合尺寸效应的讨论结果,计算方法和程序是合理有效的。在条分数取值为1时,所编制的程序计算结果等同于按照传统拟静力方法分析危岩体爆破振动动力稳定性。研究成果可为危岩体爆破动力稳定分析评价、工程建设中危岩体灾害防治以及控制爆破提供一定的参考和依据。 展开更多
关键词 危岩体 爆破振动 尺寸效应 稳定性计算程序
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Monte Carlo Simulation for Slope Stabilization Using Drilled Shafts
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作者 Lin Li 《Journal of Civil Engineering and Architecture》 2014年第11期1467-1472,共6页
A reliability based analysis method for a drilled shaft stabilized slope system is presented in this paper. The drilled shaft stabilization mechanisms for the slope were treated as the drilled shaft induced soil archi... A reliability based analysis method for a drilled shaft stabilized slope system is presented in this paper. The drilled shaft stabilization mechanisms for the slope were treated as the drilled shaft induced soil arching, which was quantified by the load transfer factor in the limited equilibrium analysis. However, due to the inherent uncertainties of the soil properties and the model error of the semi-empirical load transfer equation, an extension modification of the deterministic method into a probabilistic method is developed in this paper. The MCS (Monte Carlo simulation) with log-normal random variables has been employed to calculate the probability of failure (Pf) for the drilled shafts/slope system. The developed theories were coded into a computer program for analyzing complex slope geometry and slope profile conditions. Finally, a case study has been performed to illustrate the application analysis of the developed probability approach in drilled shafts/slope system. 展开更多
关键词 Monte Carlo drilled shafts slope stability arching.
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Numerical Analysis of Flow Instability in the Water Wall of a Supercritical CFB Boiler with Annular Furnace 被引量:5
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作者 XIE Beibei YANG Dong +2 位作者 XIE Haiyan NIE Xin LIU Wanyu 《Journal of Thermal Science》 SCIE EI CAS CSCD 2016年第4期372-379,共8页
In order to expand the study on flow instability of supercritical circulating fluidized bed(CFB) boiler,a new numerical computational model considering the heat storage of the tube wall metal was presented in this pap... In order to expand the study on flow instability of supercritical circulating fluidized bed(CFB) boiler,a new numerical computational model considering the heat storage of the tube wall metal was presented in this paper.The lumped parameter method was proposed for wall temperature calculation and the single channel model was adopted for the analysis of flow instability.Based on the time-domain method,a new numerical computational program suitable for the analysis of flow instability in the water wall of supercritical CFB boiler with annular furnace was established.To verify the code,calculation results were respectively compared with data of commercial software.According to the comparisons,the new code was proved to be reasonable and accurate for practical engineering application in analysis of flow instability.Based on the new program,the flow instability of supercritical CFB boiler with annular furnace was simulated by time-domain method.When 1.2 times heat load disturbance was applied on the loop,results showed that the inlet flow rate,outlet flow rate and wall temperature fluctuated with time eventually remained at constant values,suggesting that the hydrodynamic flow was stable.The results also showed that in the case of considering the heat storage,the flow in the water wall is easier to return to stable state than without considering heat storage. 展开更多
关键词 supercritical CFB with annular furnace heat storage flow instability wall temperature numerical analysis
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