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作 者:张碧文[1,2] 钱王苹 漆泰岳 项子儒[3] 王轶[3] Zhang Bivven;Qian Wangping;Qi Taiyue;Xiang Ziru;Wang Yi(China Railway First Survey&Design Institute Group Co.,Ltd.,Xi’an 710043,P.R.China;Shaanxi Railway and Underground Traffic Engineering Key Laboratory,Xi'an 710043,P.R.China;School of Transportation and Civil Engineering,Nantong University,Nantong,JiangSu 226019,P.R.China;MOE Key Laboratory of Transportation Tunnel Engineeringt Southwest Jiaotong University,Chengdu 610031,P.R.China)
机构地区:[1]中铁第一勘察设计院集团有限公司,西安710043 [2]陕西省铁道及地下交通工程重点实验室,西安710043 [3]南通大学交通与土木工程学院,江苏南通226019 [4]西南交通大学交通隧道工程教育部重点实验室,成都610031
出 处:《地下空间与工程学报》2021年第1期282-289,共8页Chinese Journal of Underground Space and Engineering
基 金:国家自然科学基金(51478395,5197080874);江苏省高等学校自然科学研究面上项目(20KJD560002);南通市科学技术局基础科学研究项目(JC202024)。
摘 要:城市地铁下穿高铁路基是一个复杂且系统的工程,其下穿施工对高铁路基沉降的影响往往是该类工程的关键点,需要确保下穿地铁的安全施工与上行列车的正常运营。本文利用GM(1,1)算法的优点,用于发现高铁路基已有沉降数据之间的规律,进而预测高铁路基后续沉降。同时,提出了地铁下穿高铁路基施工的安全控制等级,用于指导地铁下穿高铁路基的施工过程。以广州地铁9号线下穿武广高铁为例,利用已有的路基沉降数据预测后续施工导致的路基沉降值,评价地铁下穿高铁路基的风险等级,判断施工风险等级是否满足要求,进而优化后续地铁施工参数。研究结果表明:高铁路基沉降预测数据的风险等级超过了现场要求的控制等级,提前优化了地铁下穿施工的掘进参数,进而实现了后续地铁下穿施工的风险控制。It’s a complicated and systematic project of the metro construction passing through the high-speed railway,and the influence on the settlement of high-speed railway subgrade caused by metro construction often becomes a key point,so it’s necessary to ensure the safe construction of metro and the normal operation of high-speed train. In this paper,the advantage of GM( 1,1) algorithm is used to find the rule between the existing settlement data of high-speed railway subgrade,and then to predict the subsequent settlement. Meanwhile,the safety control level of metro construction is proposed,which can be used to guide the construction process of metro. Taking Guangzhou Metro Line 9 as an example,the existing subgrade settlement data are used to predict the subgrade settlement data caused by subsequent construction. The predicted settlement data further evaluate the risk level of shield tunneling through high-speed railway,and judge whether the construction risk level meets the requirements,so the subsequent subway construction parameters can be optimized. The results show that the risk level of the predicted settlement data exceeds the control standard required by the site,and it is necessary to optimize the construction parameters in advance,so as to realize the risk control of subsequent metro underpass construction.
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