the cement sample inner damage by exploding wave in water is realized; and the phenomenon of shear damage and tensile damage by exploding wave are observed. The piezoelectric transducer
which can be used to measure the pressure or velocity of the exploding wave
is designed
manufactured and calibrated. The wave shape gained from self-designed transducer in water is compared with it of commercial transducer
and the result shows that the wave shapes coincide with each other well and the dimensions of the transducer can meet the need of the experiment. The exploding wave pressure in the cement sample is measured and compared with the pressure calculated by the model from the dimensional analysis; and the result shows that the pressure calculated by the model is 5 %—15 % higher than it measured in the experiment.
Study of thermo-mechano-damage coupling behavior of surrounding rock of deep tunnel
Study of impact of fractal dimension of pore distribution on compressive strength of porous material
Analysis of reservoir deformation and fluid transportation induced by injection of CO2 into saline aquifer: (I) Two-phase flow-reservoir coupling model
Properties of excavation damaged zone under blasting load in deep tunnels
Numerical simulation of mesomechanical characteristics of creep demage evolution for Jingping marble
Related Author
JIA Shan-po
WU Bo
CHEN Wei-zhong
WU Guo-jun
GAO Min
GONG Jun
LU Gong-da
YAN E-chuan
Related Institution
School of Urban Construction, Yangtze University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Faculty of Engineering, China University of Geosciences
Faculty of Engineering, China University of Geosciences