Combining the practical situation of Neijiang to Kunming Railway Yanjin Tunnel #1 under through the buildings
by the means of trial blasting and vibrancy monitoring
blasting methods which should be used was researched for the railway tunnel under through the buildings closely. The result shows that they the blasting parameters which gained by blasting design in site are reasonable; propitious to the buildings of closely tunnel construction successful; during the construction of closely underground engineering
before the major and difficult construction
blasting test and vibration vibrancy monitoring were the effective methods to ensure the construction successful to build; the disturbance damping blasting technique has wide utilization space; with the development of blasting technique and blasting equipments
it would display imponderable effects in controlled blasting in future.
Method for determining supporting load of deep tunnel on high-speed railway in gypsum breccia stratum
Study of influence of formation conditions on construction process rules of ultralarge section and weak broken wall rock tunnel by numerical simulation
Monitoring of blasting vibration and numerical simulation of slope in Taishan Nuclear Power Station
Creep analysis of plain fill embankment at permafrost regions along Qinghai-Tibet Railway under train dynamic load
Vibration effects on existing tunnel induced by blasting of an adjacent cross tunnel
Related Author
SUN Yuan-guo
ZHANG Zhi-qiang
SUN Ming-lei
ZHU Yong-quan
HE Ben-guo
LI Li-ping
ZHOU Yi
LI Shu-cai
Related Institution
School of Civil Engineering, Shijiazhuang Tiedao University
China Railway Fifth Survey and Design Institute Group Co., Ltd.
Research Center of Geotechnical and Structural Engineering, Shandong University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Lanzhou Institute of Seismology, China Earthquake Administration