The seismic mechanical behavior of lining structure of deep-embedded cylindrical surge-shaft with multifork tunnel is analyzed by using 3D nonlinear FEM. Combined with the elastoplastic constitutive relations of rock mass
the implicit bolt element and anchorage cable element
a calculation method of excavations
supports and lining cracks of complex surge-shaft structure is presented. The stress and distortion characteristics of lining under seismic wave is calculated by using wave field pseudo-static method
also the calculation formula for the lining crack width and structural reinforcement is provided. By an actual engineering computation
the distortion characteristics and stress distribution rules of the dimensional multifork surge-shaft lining structure under seismic action are revealed
which verifies the rationality and feasibility of this method; and that provides a new idea and reference for the complex surge-shaft design and construction in meizoseismal area.
Analysis of influence of metro tunnel crossing angles on ground buildings
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Relationship between particle micro and macro mechanical parameters of parallel-bond model
Dynamic point safety factor analysis method of seismic stability of geosynthetics reinforced soil slope
Analysis of effect of anchor on deformation and force of double-row piles
Related Author
DING Zu-de
PENG Li-min
SHI Cheng-hua
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
Related Institution
School of Civil Engineering, Central South University
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
School of River & Ocean Engineering, Chongqing Jiaotong University