Seepage and stress redistribution are the main factors affecting the stability of surrounding rock in high-pressure hydraulic tunnels.In this work,the effects of the seepage field were firstly simplified as a seepage ...Seepage and stress redistribution are the main factors affecting the stability of surrounding rock in high-pressure hydraulic tunnels.In this work,the effects of the seepage field were firstly simplified as a seepage factor acting on the stress field,and the equilibrium equation of high pressure inner water exosmosis was established based on physical theory.Then,the plane strain theory was used to solve the problem of elasticity,and the analytic expression of surrounding rock stress was obtained.On the basis of criterion of Norway,the influences of seepage,pore water pressure and buried depth on the characteristics of the stress distribution of surrounding rocks were studied.The analyses show that the first water-filling plays a decisive role in the stability of the surrounding rock; the influence of seepage on the stress field around the tunnel is the greatest,and the change of the seepage factor is approximately consistent with the logarithm divergence.With the effects of the rock pore water pressure,the circumferential stress shows the exchange between large and small,but the radial stress does not.Increasing the buried depth can enhance the arching effect of the surrounding rock,thus improving the stability.展开更多
Full-scale loading tests were performed on shield segmental linings bearing a high earth pressure and high inner water pressure,focus-ing on the effects of the inner water load and assembly manner on the mechanical pr...Full-scale loading tests were performed on shield segmental linings bearing a high earth pressure and high inner water pressure,focus-ing on the effects of the inner water load and assembly manner on the mechanical properties of the segmental linings.The test results indicate that the deep-buried segmental linings without inner pressure have a high safety reserve.After the action of high inner water pressure,the lining deformation will increase with the reduction of the safety reserve,caused by the significant decrease in the axial force in the linings.Because the bending moment at the segmental joints is transferred to the segment sections in the adjacent ling rings,the convergence deformation,openings of segmental joints,and bolt strains are smaller for the stagger-jointed lining than those for the continuous-jointed lining;however,dislocations appear in the circumferential joints owing to the stagger-jointed assembly.Although it significantly improves the mechanical performance of the segmental lining,stagger-jointed assembly results in compromising the water-proofing safety of circumferential joints.The stagger-jointed assembly manner can be considered to improve the service performance of shield tunnels bearing high inner water pressure on the premise that circumferential joint waterproofing is satisfied.展开更多
水分利用效率(Water use efficiency,WUE)是表征水碳过程的重要指标,对研究生态脆弱区水碳耦合规律及其响应因素具有重要意义。基于总初级生产力(GPP)、蒸散发(ET)、气温、降水量和土壤水分系统分析了2001—2021年内蒙古荒漠草原WUE的...水分利用效率(Water use efficiency,WUE)是表征水碳过程的重要指标,对研究生态脆弱区水碳耦合规律及其响应因素具有重要意义。基于总初级生产力(GPP)、蒸散发(ET)、气温、降水量和土壤水分系统分析了2001—2021年内蒙古荒漠草原WUE的时空变化特征,讨论了影响WUE变化的因素。结果表明:(1)内蒙古荒漠草原2001—2021年WUE平均值0.877 g C·mm^(-1)·m^(-2),空间变化范围在0.35~2.42 g C·mm^(-1)·m^(-2)。(2)预测其未来变化趋势发生转变的区域占比较大(约占69.00%),这些区域WUE未来变化趋势容易逆转。(3)空间上超过60.00%研究区的WUE与降水量、ET、土壤水分呈现正相关,其中降水量与WUE正相关最为明显(正相关区域占比约91.00%,通过显著性检验P<0.05区域占比约30.00%)。(4)WUE与气温总体呈现负相关,负相关区域占比超过60.00%。(5)气候变化在内蒙古荒漠草原WUE变化中起主要作用。内蒙古荒漠草原WUE受多种因素影响,研究结果可为气候变化背景下荒漠草原地区WUE研究提供参考。展开更多
基金Projects(51374112/E0409,51109084/E090701) supported by the National Natural Science Foundation of ChinaProject(ZQN-PY112) supported by the Promotion Program for Young and Middle-aged Teacher in Science and Technology Research of Huaqiao University,China+1 种基金Project(SKLGP2013K014) supported by the Opening Fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection(Chengdu University of Technology),ChinaProject(SKLGDUEK1304) supported by the Open Research Fund of State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology,China
文摘Seepage and stress redistribution are the main factors affecting the stability of surrounding rock in high-pressure hydraulic tunnels.In this work,the effects of the seepage field were firstly simplified as a seepage factor acting on the stress field,and the equilibrium equation of high pressure inner water exosmosis was established based on physical theory.Then,the plane strain theory was used to solve the problem of elasticity,and the analytic expression of surrounding rock stress was obtained.On the basis of criterion of Norway,the influences of seepage,pore water pressure and buried depth on the characteristics of the stress distribution of surrounding rocks were studied.The analyses show that the first water-filling plays a decisive role in the stability of the surrounding rock; the influence of seepage on the stress field around the tunnel is the greatest,and the change of the seepage factor is approximately consistent with the logarithm divergence.With the effects of the rock pore water pressure,the circumferential stress shows the exchange between large and small,but the radial stress does not.Increasing the buried depth can enhance the arching effect of the surrounding rock,thus improving the stability.
基金supported by the National Natural Science Foundation of China(Grant No.52008308)the Postdoctoral Innovative Talents Supporting Program(Grant No.BX20200247)the China Postdoctoral Science Foundation(Grant No.2021M692447).
文摘Full-scale loading tests were performed on shield segmental linings bearing a high earth pressure and high inner water pressure,focus-ing on the effects of the inner water load and assembly manner on the mechanical properties of the segmental linings.The test results indicate that the deep-buried segmental linings without inner pressure have a high safety reserve.After the action of high inner water pressure,the lining deformation will increase with the reduction of the safety reserve,caused by the significant decrease in the axial force in the linings.Because the bending moment at the segmental joints is transferred to the segment sections in the adjacent ling rings,the convergence deformation,openings of segmental joints,and bolt strains are smaller for the stagger-jointed lining than those for the continuous-jointed lining;however,dislocations appear in the circumferential joints owing to the stagger-jointed assembly.Although it significantly improves the mechanical performance of the segmental lining,stagger-jointed assembly results in compromising the water-proofing safety of circumferential joints.The stagger-jointed assembly manner can be considered to improve the service performance of shield tunnels bearing high inner water pressure on the premise that circumferential joint waterproofing is satisfied.
文摘水分利用效率(Water use efficiency,WUE)是表征水碳过程的重要指标,对研究生态脆弱区水碳耦合规律及其响应因素具有重要意义。基于总初级生产力(GPP)、蒸散发(ET)、气温、降水量和土壤水分系统分析了2001—2021年内蒙古荒漠草原WUE的时空变化特征,讨论了影响WUE变化的因素。结果表明:(1)内蒙古荒漠草原2001—2021年WUE平均值0.877 g C·mm^(-1)·m^(-2),空间变化范围在0.35~2.42 g C·mm^(-1)·m^(-2)。(2)预测其未来变化趋势发生转变的区域占比较大(约占69.00%),这些区域WUE未来变化趋势容易逆转。(3)空间上超过60.00%研究区的WUE与降水量、ET、土壤水分呈现正相关,其中降水量与WUE正相关最为明显(正相关区域占比约91.00%,通过显著性检验P<0.05区域占比约30.00%)。(4)WUE与气温总体呈现负相关,负相关区域占比超过60.00%。(5)气候变化在内蒙古荒漠草原WUE变化中起主要作用。内蒙古荒漠草原WUE受多种因素影响,研究结果可为气候变化背景下荒漠草原地区WUE研究提供参考。
