摘要
通过砂箱模型试验,采用FBG传感器,研究隧道距基岩面不同距离时隧道顶部和底部纵向应变变化规律,试验结果表明:随着隧道距基岩面距离的增加,隧道变形极值点的位置向错动迹线左侧区域移动,出现在错动迹线左侧0～15 cm的范围内;在上覆土体厚度一定的情况下,隧道距基岩面距离存在着一个最不利值,该位置的隧道衬砌在断层错动时,被破坏的可能性最大;随着隧道距基岩面距离的增加,断层传播到地表的水平传播距离减小。
Through sandbox modet test, the longitudinal strain of tunnel was measured by FBG sensor when the distance between tunnel and bedrock surface were different. Test results show that with the distance between tunnel and bedrock increases, the position of the maximum point of tunnel deformation moved towards the left of the fault trace, and the maximum point appeared in the zone about 0 - 15 cm away from the left of the fault trace. When the thickness of overlying soil is constant, there is a most unfavorable distance between tunnel and bedrock, at which tunnel lining is most likely to be destroyed when the fault rupture occurs. As the distance between tunnel lining and bedrock increases, the L-fault rupture of the propagation distance decreases.
出处
《山西建筑》
2012年第23期56-59,共4页
Shanxi Architecture
关键词
断层错动
土体
隧道
模型试验
传播距离
fault rupture, soil mass, tunnel, model test, propagation distance
