A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Simplified Reliability-Based Design of Wall Displacements for Excavations in Soft Clay Considering Cross Walls
This study proposes a simplified reliability-based design (RBD) method for the serviceability limit state (SLS) of excavations considering cross walls. Although the effects of cross walls are highlighted, the proposed method is applicable to cases without cross walls. In the proposed RBD method, partial factors are calibrated using rigorous reliability theory to meet the target reliability index. A design example is used to illustrate the use of calibrated partial factors and to demonstrate the effectiveness of cross walls.
Simplified Reliability-Based Design of Wall Displacements for Excavations in Soft Clay Considering Cross Walls
This study proposes a simplified reliability-based design (RBD) method for the serviceability limit state (SLS) of excavations considering cross walls. Although the effects of cross walls are highlighted, the proposed method is applicable to cases without cross walls. In the proposed RBD method, partial factors are calibrated using rigorous reliability theory to meet the target reliability index. A design example is used to illustrate the use of calibrated partial factors and to demonstrate the effectiveness of cross walls.
Simplified Reliability-Based Design of Wall Displacements for Excavations in Soft Clay Considering Cross Walls
Wu, Shih-Hsuan (author) / Ching, Jianye (author) / Ou, Chang-Yu (author)
2014-12-02
Article (Journal)
Electronic Resource
Unknown
| British Library Online Contents | 2015
Predicting Wall Displacements for Excavations with Cross Walls in Soft Clay
| Online Contents | 2013
Predicting Wall Displacements for Excavations with Cross Walls in Soft Clay
| British Library Online Contents | 2013