Bayesian model and parameter calibration for braced excavations in soft clays-Reference-Cited by-同舟云学术

Bayesian model and parameter calibration for braced excavations in soft clays

Published:2019-10-12 Issue:10 Volume:38 Page:1235-1244
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Luo Zhe¹²,Hu Biao¹²

Affiliation:

1. The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, Shanghai, China;

2. Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji University, Shanghai, China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2019.1673855

Reference38 articles.

1. Selecting parameters to optimize in model calibration by inverse analysis

2. Underground excavation behaviour in Bangkok using three-dimensional finite element method

3. Estimating wall deflections in deep excavations using Bayesian neural networks

4. Clough, G. W., and T. D. O’Rourke. 1990. Construction-induced movements of in situ walls. In Proceedings of the design and performance of earth retaining structures, ASCE special conference, Vol. 25, 439–470. ASCE, Reston, VA.

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