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基于改进管域法的高水压岩体变形破坏分析
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作者 叶子 蔡时雨 +2 位作者 刘儒 石崇 张文浩 《三峡大学学报(自然科学版)》 CAS 2023年第2期62-66,共5页
渗流是地下洞室变形破坏常见的危害之一,主要沿结构面发展破坏,对工程造成巨大的影响.基于离散元颗粒流软件PFC中现有的域-管道渗流模型,结合流量守恒的原则,对控制方程进行重新推导,并采用简单试样模型进行了渗流模拟验证,将之应用于... 渗流是地下洞室变形破坏常见的危害之一,主要沿结构面发展破坏,对工程造成巨大的影响.基于离散元颗粒流软件PFC中现有的域-管道渗流模型,结合流量守恒的原则,对控制方程进行重新推导,并采用简单试样模型进行了渗流模拟验证,将之应用于某地下洞室渗流破坏的分析研究.研究结果表明:改进后的渗流模型对隧洞变形破坏的模拟直观有效.研究成果可为渗流作用下地下洞室的变形破坏研究提供依据. 展开更多
关键词 渗流 地下洞室 离散元 域-管道 高应力
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水压致裂起裂压力的细观离散元模拟及试验研究 被引量:3
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作者 董琪 王媛 冯迪 《岩土力学》 EI CAS CSCD 北大核心 2022年第12期3270-3280,共11页
水压致裂起裂压力的预测对于油气开采、地应力测量、水工结构物抗裂设计等具有重要的意义。采用颗粒离散元结合域-管道渗流模型的流固耦合非连续数值模拟方法,基于扩展前端法生成的含规则形状钻孔的颗粒体模型,对水压致裂的细观起裂过... 水压致裂起裂压力的预测对于油气开采、地应力测量、水工结构物抗裂设计等具有重要的意义。采用颗粒离散元结合域-管道渗流模型的流固耦合非连续数值模拟方法,基于扩展前端法生成的含规则形状钻孔的颗粒体模型,对水压致裂的细观起裂过程和起裂压力大小进行了定量模拟。结果表明,在消除了颗粒体中钻孔形状不规则性的基础上,钻孔壁的接触力链分布与理论解较为一致,拟合的离散元起裂压力公式也与理论解较为接近。进一步地,从颗粒材料受挤压时产生局部张拉力的角度解释了起裂压力拟合公式与理论解之间的差别。最后,设计了含预制钻孔的抗渗砂浆试块制备方法,对不同主应力组合下的起裂压力大小进行了真三轴室内试验,验证了离散元模拟结果的可靠性。 展开更多
关键词 水压致裂 离散单元法 起裂压力 域-管道渗流模型 室内试验
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Frequency responses of immersing tunnel element under wave actions 被引量:3
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作者 陈智杰 王永学 +1 位作者 王国玉 侯勇 《Journal of Marine Science and Application》 2009年第1期18-26,共9页
The immersion of large-scale tunnel elements is one of the most important working procedures in the construction of an underwater immersed tunnel. To investigate the dynamic characteristics of tunnel element in the pr... The immersion of large-scale tunnel elements is one of the most important working procedures in the construction of an underwater immersed tunnel. To investigate the dynamic characteristics of tunnel element in the process of immersion, based on the twin-barge immersing operation method, the frequency-domain analysis of the tunnel element motions under wave actions was made. The linear wave diffraction theory and the three-dimensional source distribution method were applied to calculate the wave loads and motion responses of the tunnel element under different incident wave conditions. In the study, movement of the two barges in the water was assumed to be small and was ignored. Cable tension was computed by the static method. On the basis of the above theories, a computer program was made, and two cases were taken to check the validity of the program. The results showed that wave loads acting on the immersed tunnel element are relatively large near the water surface, and they decrease with the increase of immersing depth of the tunnel element. Wave loads first increase, then decrease, with the increase of wave period. The motion responses of the tunnel element are also generally large near the water surface and decrease as the immersing depth increases. 展开更多
关键词 immersed tunnel motion response frequency domain linear potential theory
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Leak detection in pipelines by exclusively frequency domain method 被引量:8
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作者 GUO XinLei YANG KaiLin GUO YongXin 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第3期743-752,共10页
A further development of exclusively inverse frequency domain method for leak detection in pipelines is presented and validated.The location and leakage can be determined by analyzing the difference of transient water... A further development of exclusively inverse frequency domain method for leak detection in pipelines is presented and validated.The location and leakage can be determined by analyzing the difference of transient water head response between the simulated and measured data in frequency domain.The transient signals are generated by portion sharp closure of a valve from the small constant opening and it needs only a few meters of water.The discrete boundary conditions and observation data are both transformed in frequency domain by Laplace transform.Example in numerical simulation is studied for demonstration of this approach.The application of the method to an experimental pipeline confirms the analysis and illustrates successful detection of the single pipeline leak.The precalibration approach is presented to minimize the effect of data and model error and it splits the method into two parts.One uses data from a known state to fit the parameters of the model and the other uses data from the current state for the fitting of leak parameters using the now calibrated model.Some important practical parameters such as wave speed,friction in steady and unsteady state and the adaptability of the method are discussed.It was found that the nonlinearity errors associated with valve boundary condition could be prevented by consideration of the induced flow perturbation curve shape. 展开更多
关键词 pipelines leak detection transient flow FREQUENCY FRICTION ALGORITHM
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