Predicting Pore-Water Pressure in Front of a TBM Using a Deep Learning Approach-Reference-Cited by-同舟云学术

Predicting Pore-Water Pressure in Front of a TBM Using a Deep Learning Approach

Published:2021-08 Issue:8 Volume:21 Page:04021140
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Qin Su¹,Xu Tao²,Zhou Wan-Huan³^ORCID

Affiliation:

1. Ph.D. Student, State Key Laboratory of Internet of Things for Smart City & Dept. of Civil and Environment Engineering, Univ. of Macau, Macau SAR 999078, China; Center for Ocean Research in Hong Kong and Macau (CORE), Hong Kong 999077, China.

2. State Key Laboratory of Internet of Things for Smart City & Dept. of Civil and Environment Engineering, Univ. of Macau, Macau SAR 999078, China.

3. Associate Professor, State Key Laboratory of Internet of Things for Smart City & Dept. of Civil and Environment Engineering, Univ. of Macau, Macau SAR 999078, China; Center for Ocean Research in Hong Kong and Macau (CORE), Hong Kong 999077, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002064

Reference29 articles.

1. Aime, R., P. Aristaghes, P. Autuori, and S. Minec. 2004. “15m diameter tunnelling under Netherlands polders.” In Proc., 30th ITA-AITES World Tunnel Congress Singapore, Amsterdam, The Netherlands: Elsevier.

2. Bezuijen, A. 2002. “The influence of soil permeability on the properties of a foam mixture in a TBM.” In In Proc., 4th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Grounds, 221–226. Lyon, France: Spécidque.

3. Bezuijen, A., J. P. Pruiksma, and H. H. van Meerten. 2005. “Pore pressures in front of tunnel, measurements, calculations and consequences for stability of tunnel face.” In A Decade of Progress. GeoDelft 1995–2005, 27–33. Amsterdam, The Netherlands: Taylor & Francis/Balkema.

4. Broere W. 2001. “Tunnel face stability and new CPT applications.” Ph.D. thesis Geoscience & Engineering Delft Univ. of Technology.

5. Broere, W. 2002. “Influence of excess pore pressures on the stability of the tunnel face.” In Proc., 4th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground, 179–184. Lyon, France: Spécidque.

Cited by 13 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. Analysis of post-ground settlement induced during twin tunnelling in silty sand;Tunnelling and Underground Space Technology;2024-10

2. Evaluation of the collapse susceptibility of loess using machine learning;Transportation Geotechnics;2024-09

3. Pore Water Pressure Prediction Based on Machine Learning Methods—Application to an Earth Dam Case;Applied Sciences;2024-05-31

4. Deep learning technologies for shield tunneling: Challenges and opportunities;Automation in Construction;2023-10

5. Pressure infiltration behavior and fluid loss of bentonite slurry: A comparative study of two bentonite slurries;Canadian Geotechnical Journal;2023-08-23