施工技术2017年1月上 74CONSTRUCTIONTECHNOLOGY第46卷第1期 DOI:10. 7672/sgjs2017010074 盾构侧穿不同形式基础建筑物的沉降影响研究 黄昌富"，田书广,王艳辉3，周明祥² （1.北京科技大学土木与环境工程学院，北京100083；2.中铁十六局集团有限公司，北京10018； 3.北京交通大学交通运输学院，北京100044) [摘要】以京津城际延伸线天津一于家堡盾构隧道为背景，采用数值模拟和现场监测相结合的方法，对新建盾构隧 道侧穿邻近不同形式基础的建筑物产生的地面沉降、建筑物差异沉降进行深人研究，分析盾构到达建筑物之前、侧 穿过程及离开后3个阶段沉降变化规律，分别模拟了加固前后地面沉降及差异沉降变化情况，结果表明，建筑物靠 近隧道一侧沉降明显，产生沉降最大的阶段为盾构通过建筑物阶段，且无论在累积沉降还是在差异沉降方面浅基 础建筑受到的影响要大于深基础建筑，同时加固方案能大大减小地面沉降及差异沉降。
从加固后的数值模拟计算 结果与现场监测情况来看，两者所反映的规律是一致的，验证了FLAC"模拟盾构施工对沿线建筑物沉降影响是可 靠的。
[关键词】隧道工程；盾构；沉降；数值模拟；监测 [中图分类号】TU94+1[文献标识码]A[文章编号]1002-8498(2017)01-0074-06 Researchon theSubsidence CausedbyShieldTunnelSide-crossing Different Forms ofFoundationBuildings Huang Changfu'², Tian Shuguang',Wang Yanhui',Zhou Mingxiang² (1.Schoolof Ciiland Environmental Engineering,Unitersity ofScience and Technology Beijing,Bejing100083，China; 2. China Railway 16th Bureau Group Co.，Lud.,Beijing 100018,China; 3.Sehool of Traffc and Transportation,Bejing Jiaotong University,Beijing 100044,China) Abstract;In the background of Beijing-Tianjin inter-city extension line which from Tianjin to Yujiapu, adopts the method of bining numerical simulation and monitoring，studies the ground setlement and buildings differential settlement caused by new shield tunnel crossing adjacent different forms of foundation, analyzes the setlement variation of three stages which before shield reach the building, through the building and leave the building, then simulates the ground settlement and buildings differential setlement change before and after the reinforcement, the results show that the building settlement near the tunnel is obvious,the settlement that the shield crossing the building is the greatest, and the total settlement and buildings differential setlement that the shield side-crossing shallow foundation building is greater than side-crossing the deep foundation building,and grouting can greatly reduce the ground settlement and differential settlement. From the numerical simulation ...
