Settlement monitoring is an important aspect of geotechnical engineering. A lot of settlement monitoring instruments which work in normal temperature circumstance
will confront complex questions when they face low temperature circumstance; and their performance will also play down greatly. So we developed a drill monitoring instrument for frozen soil settlement in consideration of the particularity in low temperature circumstance. The instrument utilized advanced technology of numerical code monitoring and optical fibre transmission. Principle and practice of the equipment have been detailedly introduced. We carried out the embankment filling grading and reconstructing local experiment
inbuilt the frozen soil settlement drill monitoring instrument to monitor the settlement of the frozen soil. Result shows the settlement drill monitoring instrument has high quality and reliability and is worthy of popularization and application for the strongpoint of direct-viewing and convenient manipulation.
Monitoring data and finite element analysis of long term settlement of Yongjiang immersed tunnel
Monitoring and analysis of tunnel surface stability
Stress of large cylindrical caisson structure and its adjacent settlement
Settlement and contact pressure characteristics of the main building and annex with post-cast strips on medium or low compressible soil
Development of mechanical experimental system for interface layer between frozen soil and structure and its application
Related Author
XIE Xiong-yao
WANG Pei
LI Yong-sheng
NIU Jian-hong
QIN Hui
JIA Jian-qing
WANG Hong-tu
LIU Da-peng
Related Institution
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Department of Geotechnical Engineering, Tongji University
Yongjiang Tunnel Administration
School of Traffic and Transportation, Lanzhou Jiaotong University
Key Laboratory for the Exploitation of Southwestern Resources & the Environmental Disaster Control Engineering, Ministry of Education, Chongqing University