Comprehensive health assessment of shield tunnel structure based on prototype experiment

Health state of shield tunnels is one of the most important parameters for structure maintenance.Usually,the shield tunnel is extremely long in longitude direction and composed by many segments.It is difficult to quantify the relationship between the structure damage state and shield tunnel structure deformation by the model test because of unpredictable effects of different scales between model test and prototype tunnel structure.Here,an in-situ monitoring project was conducted to study the excavation induced shield tunnel structure damage,which could be considered a prototype test on the tunnel deformation.The disaster performance of tunnel leakage,segment crack,segment dislocation and segment block drop-off during longitude deformation and cross-section ovality developments was analyzed.The results indicate that instead of the longitude deformation,the ovality value has the strongest correlation to the rest disease performance,which could be used as the assessment index of the tunnel health.For this tunnel,it is in health state when the ovality is less than 0.5%,and the serious damage could be found when the ovality value is higher than 0.77%.The research results provide valuable reference to shield tunnel health assessment and help complete the standard of shield tunnel construction.

Accurate detection method of high-density polyethylene fi lm leakage location based on secondary electric potential difference

High-density polyethylene(HDPE)film leakage location detection is frequently accomplished using the double-electrode technique.The electric potential and potential difference are the main physical parameters in the double-electrode approach.Due to the impact of the complex geoelectric environment,the electric potential and the electric potential difference are not sensitive enough to respond to minimal leakage.The tiny leaking area cannot be precisely located using the electric potential and electric potential difference.Using the COMSOL Multiphysics software,this study created a standard geoelectric model of the double-electrode method.We calculated a new parameter—the G parameter through secondary electric potential difference—based on the response characteristics of the electric potential and the electric potential difference while the HDPEfilm is leaking.The experiment demonstrates that the G parameter is more sensitive than the electric potential and electric potential difference for detecting the leaking area of HDPE film.The G parameter is more effective at detecting leakage than the electric potential and electric potential difference.The results of this study can be used to locate HDPEfilm leakage areas in a landfill.

基于重力梯度张量数据的欧拉反演在梅山铁矿的应用

随着在石油勘查、矿产勘查、构造研究等地质工作中提出的应用位场异常研究规模相对较小的地质体及其细节的要求不断提高,传统重力方法在精度和分辨率方面已不能满足要求.重力梯度张量作为重力位二次导数,较之重力异常,能够更直观地反映地下密度体的赋存状态,基于重力梯度张量数据的反演能够提高地质体的定量模拟质量.但是由于受国内仪器的发展水平限制,直接获取实测的重力张量数据难度较大,目前对于重力张量数据的获取主要是通过数值计算的方法,把重力异常测量值变换成张量信息.本文是在样条理论的基础上,提出新的重力梯度张量计算方法,利用三次样条插值方法拟合重力异常,进一步地通过积分导数关系求取样条函数系数,实现了由重力异常求取重力梯度张量的数据计算.在此基础上,利用张量数据进行欧拉反演计算,对比常规欧拉反演结果,进一步分析张量欧拉反演精度.球体及水平板状体模型试验结果显示,张量欧拉反演更能有效地完成目标体的反演,其结果更加准确.最后,将张量欧拉反演应用到梅山铁矿区重力实测数据解释中,准确地反演出梅山主矿体的水平投影范围及矿体中心埋深.同时,相比常规欧拉反演,张量欧拉反演在刘家村附近、梅山村南部及黄林库-吴家洼地段显示出有更加收敛的欧拉解,这为梅山地区进一步找矿工作提供了重要的理论支撑.