Tunnel complex unloaded by a deep excavation

Computers and Geotechnics

Volumn 28, Issue 6-7, 2001, Pages 469-493

  Doležalová, Marta ^a  

^a Dolexpert Geotechnika   (Czech Republic)

Author keywords

FEM; Field measurement; Open excavation; Pure prediction; Stress path analysis; Tunnel complex

Indexed keywords

BEARING CAPACITY; CONDITION MONITORING; DEFORMATION; FINITE ELEMENT METHOD; STRESS ANALYSIS; UNDERGROUND STRUCTURES;

OFFICE BLOCK;

TUNNELING (EXCAVATION);

EXCAVATION; STRESS; TUNNEL;

CZECH REPUBLIC;

EID: 0034900878     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(01)00005-2     Document Type: Article

References (12)

1. The effects of surface excavation on existing tunnels in urban areas
2. Observations of deformations created in existing tunnels by adjacent and cross cutting excavations
3. Change of deformational characteristics of Liben Shale caused by construction of Vinohrady railway tunnels
4. Robust preconditioners for linear elasticity FEM analyses
5. Stress path analysis of geotechnical structures and selection of constitutive models for geomaterials
6. Description of a pseudoelastic constitutive model
7. On overestimation of displacements in numerical calculation of zoned dams
8. An approach for selecting rock mass constitutive model for surface settlement prediction