Induced Partial Saturation: From Mechanical Principles to Engineering Design of an Innovative and Eco-Friendly Countermeasure against Earthquake-Induced Soil …

L Mele, S Lirer, A Flora - Geosciences, 2024 - mdpi.com
Earthquake-induced soil liquefaction is a catastrophic phenomenon that can damage
existing building foundations and other structures, resulting in significant economic losses …

One‐Dimensional‐Convolutional Neural Network (1D‐CNN) Based Reliability Analysis of Foundation Over Cavity Incorporating the Effect of Simulated Noise

K Shubham, S Metya, AK Sinha… - Advances in Civil …, 2024 - Wiley Online Library
This paper presents a thorough reliability assessment of cavity foundation systems involving
the generation of 272 datasets using Plaxis 2D automation. The parameters were …

The safety risk assessment of mine metro tunnel construction based on fuzzy Bayesian network

Q Wang, J Zhang, K Zhu, P Guo, C Shen, Z Xiong - Buildings, 2023 - mdpi.com
With the acceleration of urbanization, the construction of urban subway tunnel networks is
advancing towards deeper, denser, and larger subterranean forms. Currently, there is a lack …

Estimation Method for an In Situ Stress Field along a Super-Long and Deep-Buried Tunnel and Its Application

Q Pei, X Wang, L He, L Liu, Y Tian, C Wu - Buildings, 2023 - mdpi.com
Aiming at some stress-induced failure phenomena in surrounding rock that occur during the
construction of super-long and deep-buried tunnels, a method for estimating the in situ …

Research on BIM Technology Standardization and Information Management of Tunnel Engineering Based on the Maturity and Standardity Theory Framework

F Lan, X Xu, L Xu, Z Song, S Zhong - Buildings, 2023 - mdpi.com
Information management is an important development direction in the field of tunnel
engineering, and BIM technology provides an important approach for the realization of it …

[HTML][HTML] Quantitative Calculation of Crack Stress Thresholds Based on Volumetric Strain Decomposition for Siltstone and Granite

M Liang, S Miao, M Cai, F Li, Z Liu - Applied Sciences, 2024 - mdpi.com
Crack stress thresholds in rocks have long been a popular subject in rock mechanics and
engineering research. In this study, the applicability of existing methods for determining the …

[HTML][HTML] Deformation and Stress of Rock Masses Surrounding a Tunnel Shaft Considering Seepage and Hard Brittleness Damage

Z Zhao, J Chen, T Fang, W Liu, Y Luo, C Wang, J Dong… - Symmetry, 2024 - mdpi.com
The mechanical and deformation behaviors of the surrounding rock play a crucial role in the
structural safety and stability of tunnel shafts. During drilling and blasting construction …

Fuzzy Finite Elements Solution Describing Recession Flow in Unconfined Aquifers

C Tzimopoulos, K Papadopoulos, N Samarinas… - Hydrology, 2024 - mdpi.com
In this work, a novel fuzzy FEM (Finite Elements Method) numerical solution describing the
recession flow in unconfined aquifers is proposed. In general, recession flow and drainage …

Research on an Index System for the Earthquake Disaster Resistance Capability of Highway Tunnels

F Wan, N Zhang, Z Lu, Y Zhang, X Yan, J Yu - Applied Sciences, 2024 - mdpi.com
To evaluate the earthquake disaster resistance capability of highway tunnels, it is necessary
to study an index system for the earthquake disaster resistance capability of highway …

[HTML][HTML] Prediction of Ground Subsidence Risk in Urban Centers Using Underground Characteristics Information

S Lee, J Kang, J Kim - Applied Sciences, 2024 - mdpi.com
Ground subsidence primarily occurs due to complex factors, such as damage to
underground facilities and excavation work, and its occurrence can result in loss of life and …