The mechanical behavior of the horizontal round adits in viscoelastic rock was studied by fractional Kelvin constitutive law. The imcompression of viscoelastic rock is assumed. And the analytical results were compared with those from classical Kelvin model. Therefore a new way to study the related subjects in viscoelastic rocks was proposed. The fractional derivative model can model any viscoelastic rock mass and its relaxation properties
Dynamic response of a reinforced concrete beam on a viscoelastic foundation under low velocity impact
Discussion on influence of initial support to stability and deformation of surrounding rock mass in soft rock tunnel
Viscoelastic stability analysis of underground petroleum storage caverns
Analysis of initial latent causes for grotto roof damage
An analytical solution for lateral vibration of a pile with finite length pile in viscoelastic subgrade
Related Author
DENG Yong-hong
ZHAO Yue-tang
SONG Chun-ming
GU Yi-lei
JIN Xiao-guang
LI Deng-xin
LI Xiao-hong
XU Jie
Related Institution
Engineering Institute, PLA University of Science and Technology
China Education Ministry’s Key Lab. for the Exploitation of Southwest Resources and the Environmental Disaster Control Engineering, Chongqing University
College of Civil Engineering, Chongqing University