Evaluation of deformation parameter for deep excavation in sand through case histories-Reference-Cited by-同舟云学术

Evaluation of deformation parameter for deep excavation in sand through case histories

Published:2013-01 Issue: Volume:47 Page:57-67
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Khoiri Mohamad,Ou Chang-Yu

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference26 articles.

1. Schweiger HF. Benchmarking in geotechnics. Part 1: Results for benchmarking. Part 2: Reference solution and parametric study. Institute for soil mechanics and foundation engineering. Austria: Graz University of Technology; 2002.

2. Nikolinakou MA, Whittle AJ, Sadivis S, Schran U. Prediction and interpretation of the performance of a deep excavation in Berlin sand. J Geotech Eng ASCE; 2011. http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000518.

3. Finite-element analysis of deep excavation in layered sandy and clayey soil deposits;Ou;Can Geotech J,1994

4. Three-dimensional deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case history;Ou;Can Geotech J,2000

5. A case study on the behaviour of a deep excavation in sand;Hsiung;Comput Geotech,2009

Cited by 97 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Identifying failure connection area on wall for deep excavation based on system stiffness influence factor;Engineering Failure Analysis;2024-10

2. A novel Bayesian network approach for predicting soil-structure interactions induced by deep excavations;Tunnelling and Underground Space Technology;2024-10

3. Enhanced theoretical approach for predicting the tunnel response due to deep excavation above;Transportation Geotechnics;2024-09

4. Effect of cross wall on the strut forces for braced excavations in clays;Computers and Geotechnics;2024-07

5. Probabilistic analysis of lateral behaviour of offshore wind turbine monopile considering uncertainties of geological model and loads;Computers and Geotechnics;2024-07