[HTML][HTML] Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives

Y Otake, Y Honjo - Soils and Foundations, 2022 - Elsevier
This report discusses the challenges associated with geotechnical design through a review
of research on the reliability analysis of geotechnical structures. This report is organized into …

Safety assessment of excavation system via TOPSIS-based MCDM modelling in fuzzy environment

SS Lin, A Zhou, SL Shen - Applied Soft Computing, 2023 - Elsevier
Excavation construction is a high-risk activity, where involves various aspects. Accurate
recognition of high-risk factors and implementation of countermeasures can greatly reduce …

Methodology maps for model-based sensor-data interpretation to support civil-infrastructure management

SGS Pai, IFC Smith - Frontiers in Built Environment, 2022 - frontiersin.org
With increasing urbanization and depleting reserves of raw materials for construction,
sustainable management of existing infrastructure will be an important challenge in this …

Optimal construction method evaluation for underground infrastructure construction

SS Lin, A Zhou, SL Shen - Automation in construction, 2023 - Elsevier
Rapid urbanisation in China calls for underground infrastructure construction (UIC). The
optimal construction method for UIC can mitigate its impacts on surrounding environment …

Improved inverse analysis methods and modified apparent earth pressure for braced excavations in soft clay

M Han, X Chen, Z Li, J Jia - Computers and Geotechnics, 2023 - Elsevier
Inverse analysis procedures are used to update project parameters and applied to predict
future performance in the later stages. However, the inverse analysis procedure of earth …

Numerical study on the lateral soil arching effect and associated tunnel responses behind braced excavation in clayey ground

M Liu, F Meng, R Chen, H Cheng, Z Li - Transportation Geotechnics, 2023 - Elsevier
This study uses numerical simulation to investigate the soil arching effect behind a braced
excavation in clayey ground and derive an insight into the mechanisms behind the nearby …

[HTML][HTML] Real-time model updating and prediction of three-dimensional time-varying consolidation settlement using machine learning

H Tian, Y Wang, D Zhang - Journal of Rock Mechanics and Geotechnical …, 2025 - Elsevier
The development of digital twins for geotechnical structures necessitates the real-time
updates of three-dimensional (3D) virtual models (eg numerical finite element method (FEM) …

Study of the Mechanical Behavior of Retaining Structures and Adjacent Buildings during the Excavation of Deep and Long Pits

D Wang, S Wang, Z Zhang, P Ding - Shock and Vibration, 2024 - Wiley Online Library
Excavation of deep and long pits can cause strata deformation and settlement of adjacent
buildings. The excavation of a deep foundation pit of a nearby building in Zhengzhou City …

Three-dimensional solution for braced excavation-induced ground settlement

H Li, M Huang, J Yu, Y Li, Y Guo - Computers and Geotechnics, 2024 - Elsevier
Accurately assessing ground settlement induced by braced excavations is significant in
protecting adjacent structures. However, most existing simplified analytical methods are …

Numerical Study on the Coupling Effect on a Retaining Structure of a Complex Deep Foundation Pit Group Excavation in a Soft-Soil Area

X You, Q Zhou, Y Xiao, L Tong, Q Yang - Applied Sciences, 2023 - mdpi.com
Based on the complex deep foundation pit group process of the Huimin Avenue
Comprehensive Reconstruction Project in Nanjing, the finite element numerical simulation …