突破压力是气藏开采和盖层评估中的重要参数。文章选取柴达木盆地东部石炭系低渗砂岩岩心3块,对每块岩心进行6个不同含水率下的突破压力试验。通过XRD、XRF分析方法对砂岩的矿物成分、化学成分进行定量测试;利用氦气双室法与压汞试验对...突破压力是气藏开采和盖层评估中的重要参数。文章选取柴达木盆地东部石炭系低渗砂岩岩心3块,对每块岩心进行6个不同含水率下的突破压力试验。通过XRD、XRF分析方法对砂岩的矿物成分、化学成分进行定量测试;利用氦气双室法与压汞试验对砂岩的孔隙度和孔径分布特征进行分析;用CH4气体模拟渗流试验对砂岩的绝对渗透率进行分析。结果表明:研究区低渗砂岩孔隙度在9.02%~10.96%之间,平均孔隙半径在0.1082~0.3709μm之间,绝对渗透率在0.008~0.012 m D之间,干岩石突破压力值在0.05~0.19 MPa之间,饱和岩石突破压力值在1.51~2.73 MPa之间。黏土矿物遇水膨胀对孔隙结构不会造成显著性改变,因此对突破压力没有明显影响。影响突破压力的主要因素是孔隙结构和含水率。试验结果表明突破压力与岩石孔隙大小之间呈现负相关的关系,随着平均孔径和中值半径的增大,突破压力随之降低。本研究得到了突破压力与含水率之间的定量函数关系:突破压力随含水率增加呈指数函数形式增加。展开更多
A simple and economical method based on dSPACE system is developed to measure the effect of cable vibration control.The experiments,numerical simulation and hardware-in-the-loop(HIL)simulation are carried out for the ...A simple and economical method based on dSPACE system is developed to measure the effect of cable vibration control.The experiments,numerical simulation and hardware-in-the-loop(HIL)simulation are carried out for the vibration control of stay cables with dampers.Firstly,the test results of solid cable vibration under harmonic excitation are compared with the numerical simulation results of cable vibration to ensure the correctness of the simulation of cable module.Then,the vibration test results of solid cable with damper under harmonic excitation are compared with the numerical simulation results of solid cable with damper to ensure the correctness of the relevant modules.Finally,the external load and the cable are imported into the real-time simulation system to simulate the control effect of the damper under the current excitation in real time.The results show that the simulation is correct and the HIL simulation is feasible in the bridge engineering.展开更多
文摘突破压力是气藏开采和盖层评估中的重要参数。文章选取柴达木盆地东部石炭系低渗砂岩岩心3块,对每块岩心进行6个不同含水率下的突破压力试验。通过XRD、XRF分析方法对砂岩的矿物成分、化学成分进行定量测试;利用氦气双室法与压汞试验对砂岩的孔隙度和孔径分布特征进行分析;用CH4气体模拟渗流试验对砂岩的绝对渗透率进行分析。结果表明:研究区低渗砂岩孔隙度在9.02%~10.96%之间,平均孔隙半径在0.1082~0.3709μm之间,绝对渗透率在0.008~0.012 m D之间,干岩石突破压力值在0.05~0.19 MPa之间,饱和岩石突破压力值在1.51~2.73 MPa之间。黏土矿物遇水膨胀对孔隙结构不会造成显著性改变,因此对突破压力没有明显影响。影响突破压力的主要因素是孔隙结构和含水率。试验结果表明突破压力与岩石孔隙大小之间呈现负相关的关系,随着平均孔径和中值半径的增大,突破压力随之降低。本研究得到了突破压力与含水率之间的定量函数关系:突破压力随含水率增加呈指数函数形式增加。
基金National Natural Science Foundation of China(No.50178430)。
文摘A simple and economical method based on dSPACE system is developed to measure the effect of cable vibration control.The experiments,numerical simulation and hardware-in-the-loop(HIL)simulation are carried out for the vibration control of stay cables with dampers.Firstly,the test results of solid cable vibration under harmonic excitation are compared with the numerical simulation results of cable vibration to ensure the correctness of the simulation of cable module.Then,the vibration test results of solid cable with damper under harmonic excitation are compared with the numerical simulation results of solid cable with damper to ensure the correctness of the relevant modules.Finally,the external load and the cable are imported into the real-time simulation system to simulate the control effect of the damper under the current excitation in real time.The results show that the simulation is correct and the HIL simulation is feasible in the bridge engineering.
