This study focused on the mechanical behavior of a deep-buried tunnel constructed in horizontally layered limestone,and investigated the effect of a new combined rockboltecable support system on the tunnel response.Th...This study focused on the mechanical behavior of a deep-buried tunnel constructed in horizontally layered limestone,and investigated the effect of a new combined rockboltecable support system on the tunnel response.The Yujingshan Tunnel,excavated through a giant karst cave,was used as a case study.Firstly,a multi-objective optimization model for the rockboltecable support was proposed by using fuzzy mathematics and multi-objective comprehensive decision-making principles.Subsequently,the parameters of the surrounding rock were calibrated by comparing the simulation results obtained by the discrete element method(DEM)with the field monitoring data to obtain an optimized support scheme based on the optimization model.Finally,the optimization scheme was applied to the karst cave section,which was divided into the B-and C-shaped sections.The distribution range of the rockboltecable support in the C-shaped section was larger than that in the B-shaped section.The field monitoring results,including tunnel crown settlement,horizontal convergence,and axial force of the rockboltecable system,were analyzed to assess the effectiveness of the optimization scheme.The maximum crown settlement and horizontal convergence were measured to be 25.9 mm and 35 mm,accounting for 0.1%and 0.2%of the tunnel height and span,respectively.Although the C-shaped section had poorer rock properties than the B-shaped section,the crown settlement and horizontal convergence in the C-shaped section ranged from 46%to 97%of those observed in the B-shaped section.The cable axial force in the Bshaped section was approximately 60%of that in the C-shaped section.The axial force in the crown rockbolt was much smaller than that in the sidewall rockbolt.Field monitoring results demonstrated that the optimized scheme effectively controlled the deformation of the layered surrounding rock,ensuring that it remained within a safe range.These results provide valuable references for the design of support systems in deep-buried tunnels situated in layered rock masses.展开更多
大熊猫晚更新世广泛分布于我国华南地区,化石点众多,但完整头骨材料相对较少。本文报道了贵州惠水仰天窝竖井最新发现的大熊猫头骨及下颌骨化石,保存相对较完整。仰天窝竖井—白马洞特殊的洞穴条件为化石的保存提供了有利条件。根据测...大熊猫晚更新世广泛分布于我国华南地区,化石点众多,但完整头骨材料相对较少。本文报道了贵州惠水仰天窝竖井最新发现的大熊猫头骨及下颌骨化石,保存相对较完整。仰天窝竖井—白马洞特殊的洞穴条件为化石的保存提供了有利条件。根据测量数据,仰天窝大熊猫个体牙齿比现生大熊猫略大,应属于巴氏大熊猫。AMS-^(14)C测年结果为22887~22431 a BP,处于末次盛冰期前后.展开更多
晚更新世的大熊猫广泛分布于中国华南地区,化石分布点众多,但完整保存的骨骼材料相对较少。文中报道了贵州惠水县仰天窝竖井新发现的完整大熊猫头骨化石,仰天窝竖井—白马洞因其特殊的洞穴环境为化石的保藏创造了有利条件。根据测量数据...晚更新世的大熊猫广泛分布于中国华南地区,化石分布点众多,但完整保存的骨骼材料相对较少。文中报道了贵州惠水县仰天窝竖井新发现的完整大熊猫头骨化石,仰天窝竖井—白马洞因其特殊的洞穴环境为化石的保藏创造了有利条件。根据测量数据,仰天窝大熊猫个体牙齿比现生大熊猫略大,应属于巴氏大熊猫。AMS—^(14)C测年结果为22887~22431 a BP,时代处于末次盛冰期前后,新材料的发现为推断大熊猫在晚更新世末期的分布范围、生存演化等问题提供了难得的实证。展开更多
基金supported by the Fundamental Research Funds for the Central Universities (Grant No.2023JBZY024)Beijing Natural Science Foundation (Grant No.9244040)opening Fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology (Grant No.SKLGP2023K015).
文摘This study focused on the mechanical behavior of a deep-buried tunnel constructed in horizontally layered limestone,and investigated the effect of a new combined rockboltecable support system on the tunnel response.The Yujingshan Tunnel,excavated through a giant karst cave,was used as a case study.Firstly,a multi-objective optimization model for the rockboltecable support was proposed by using fuzzy mathematics and multi-objective comprehensive decision-making principles.Subsequently,the parameters of the surrounding rock were calibrated by comparing the simulation results obtained by the discrete element method(DEM)with the field monitoring data to obtain an optimized support scheme based on the optimization model.Finally,the optimization scheme was applied to the karst cave section,which was divided into the B-and C-shaped sections.The distribution range of the rockboltecable support in the C-shaped section was larger than that in the B-shaped section.The field monitoring results,including tunnel crown settlement,horizontal convergence,and axial force of the rockboltecable system,were analyzed to assess the effectiveness of the optimization scheme.The maximum crown settlement and horizontal convergence were measured to be 25.9 mm and 35 mm,accounting for 0.1%and 0.2%of the tunnel height and span,respectively.Although the C-shaped section had poorer rock properties than the B-shaped section,the crown settlement and horizontal convergence in the C-shaped section ranged from 46%to 97%of those observed in the B-shaped section.The cable axial force in the Bshaped section was approximately 60%of that in the C-shaped section.The axial force in the crown rockbolt was much smaller than that in the sidewall rockbolt.Field monitoring results demonstrated that the optimized scheme effectively controlled the deformation of the layered surrounding rock,ensuring that it remained within a safe range.These results provide valuable references for the design of support systems in deep-buried tunnels situated in layered rock masses.
文摘大熊猫晚更新世广泛分布于我国华南地区,化石点众多,但完整头骨材料相对较少。本文报道了贵州惠水仰天窝竖井最新发现的大熊猫头骨及下颌骨化石,保存相对较完整。仰天窝竖井—白马洞特殊的洞穴条件为化石的保存提供了有利条件。根据测量数据,仰天窝大熊猫个体牙齿比现生大熊猫略大,应属于巴氏大熊猫。AMS-^(14)C测年结果为22887~22431 a BP,处于末次盛冰期前后.
文摘晚更新世的大熊猫广泛分布于中国华南地区,化石分布点众多,但完整保存的骨骼材料相对较少。文中报道了贵州惠水县仰天窝竖井新发现的完整大熊猫头骨化石,仰天窝竖井—白马洞因其特殊的洞穴环境为化石的保藏创造了有利条件。根据测量数据,仰天窝大熊猫个体牙齿比现生大熊猫略大,应属于巴氏大熊猫。AMS—^(14)C测年结果为22887~22431 a BP,时代处于末次盛冰期前后,新材料的发现为推断大熊猫在晚更新世末期的分布范围、生存演化等问题提供了难得的实证。
