Ritter et al., 2020 - Google Patents
Building deformation caused by tunneling: Centrifuge modelingRitter et al., 2020
View PDF- Document ID
- 17994470117015883666
- Author
- Ritter S
- Giardina G
- Franza A
- DeJong M
- Publication year
- Publication venue
- Journal of Geotechnical and Geoenvironmental Engineering
External Links
Snippet
This paper investigates the deformation of buildings due to tunneling-induced soil displacements. Centrifuge model tests of three-dimensionally (3D) printed building models subject to a plane-strain tunnel excavation in dense, dry sand are discussed. The small …
- 230000005641 tunneling 0 title abstract description 26
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Ritter et al. | Building deformation caused by tunneling: Centrifuge modeling | |
| Chheng et al. | Underground excavation behaviour in Bangkok using three-dimensional finite element method | |
| Jongpradist et al. | Development of tunneling influence zones for adjacent pile foundations by numerical analyses | |
| Mirhabibi et al. | Effects of surface buildings on twin tunnelling-induced ground settlements | |
| Franza et al. | Elastoplastic solutions to predict tunneling-induced load redistribution and deformation of surface structures | |
| Xu et al. | Response of framed buildings on raft foundations to tunneling | |
| Han et al. | Risk analysis of the opening of shield-tunnel circumferential joints induced by adjacent deep excavation | |
| Shi et al. | A simplified method to estimate three-dimensional tunnel responses to basement excavation | |
| Calderón et al. | Influence of a window-type opening on the shear response of partially-grouted masonry shear walls | |
| Laefer et al. | Predicting RC frame response to excavation-induced settlement | |
| Ko et al. | Nonlinear 3D interactive analysis of superstructure and piled raft foundation | |
| Ghorbani et al. | Long term stability assessment of Siah Bisheh powerhouse cavern based on displacement back analysis method | |
| Dan et al. | Estimation of ground movement and wall deflection in braced excavation by minimum potential energy approach | |
| Dong et al. | Advanced finite element analysis of a complex deep excavation case history in Shanghai | |
| Liu et al. | Effects of undercrossing tunneling on existing shield tunnels | |
| Giardina et al. | A comparison of current analytical methods for predicting soil-structure interaction due to tunnelling | |
| Son et al. | Estimation of building damage in a 3D distorting structure to tunnel and underground excavation-induced ground movements | |
| Ding et al. | Numerical investigation of 3D deformations of existing buildings induced by tunnelling | |
| Gokuldas et al. | Effects of tunneling-induced ground movements on stability of piled raft foundation: Three-dimensional finite-element approach | |
| Shamsi et al. | Three-dimensional seismic nonlinear analysis of topography–structure–soil–structure interaction for buildings near slopes | |
| Ferlisi et al. | Deterministic and probabilistic analyses of the 3D response of masonry buildings to imposed settlement troughs | |
| Acikgoz et al. | Cracked equivalent beam models for assessing tunneling-induced damage in masonry buildings | |
| Li et al. | Building Deformation Prediction Based on Ground Surface Settlements of Metro‐Station Deep Excavation | |
| Ni et al. | Predicting excavation-induced settlement for embedded footing: Case study | |
| Del Zoppo et al. | A mechanics-based method towards risk assessment of RC buildings under tsunami and flow-type hazards |