Numerical Simulation of the Influence of a Deep Foundation Pit Adjacent to a Utility Tunnel: Case Study-Reference-Cited by-同舟云学术

Numerical Simulation of the Influence of a Deep Foundation Pit Adjacent to a Utility Tunnel: Case Study

Published:2024-08 Issue:3 Volume:29 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Li Qiong¹,Liu Wenji²,Liu Lin³,Li Yuan⁴,Cui Pengfei⁵

Affiliation:

1. Senior Engineer, School of Architecture and Engineering, Changsha Vocational and Technical College, Changsha, Hunan 410217, China.

2. Lecturer, School of Architecture and Engineering, Changsha Vocational and Technical College, Changsha, Hunan 410217, China.

3. Associate Professor, School of Architecture and Engineering, Changsha Vocational and Technical College, Changsha, Hunan 410217, China.

4. Senior Engineer, Chonfar Engineering and Technology Co., Ltd., 360 Taohuaqian Rd., Dongjingpu, Yuhua District, Changsha, Hunan 410217, China.

5. Lecturer, School of Architecture and Engineering, Changsha Vocational and Technical College, Changsha, Hunan 410217, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1395

Reference24 articles.

1. Localizing damage on stainless steel structures using acoustic emission signals and weighted ensemble regression-based convolutional neural network

2. Developing a heterogeneous ensemble learning framework to evaluate Alkali-silica reaction damage in concrete using acoustic emission signals

3. A transfer learning approach for acoustic emission zonal localization on steel plate-like structure using numerical simulation and unsupervised domain adaptation

4. Benz, T. 2007. Small-strain stiffness of soils and its numerical consequences. Stuttgart, Germany: Institute of Geotechnical Engineering, Univ. of Stuttgart.

5. Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils