Results 91 to 100 of about 5,737 (227)

Study on Stability of Joints in Mine Groundwater Reservoir Dam

open access: yesMeikuang Anquan, 2020
The stability of the joint between the groundwater reservoirs in the mined-out area of the mine is one of the key factors for the safety and stability of the entire underground reservoir.
WANG Wencai, LI Yumeng
doaj   +1 more source

Theory and Field to Determine the Construction of Bridge and Tunnel Linked Segment

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
Bridge–tunnel linked sections characterized by ultra‐small clear distances and steep slopes pose significant construction risks due to strong spatial constraints and complex mechanical interactions between adjacent underground structures. In such conditions, excavation method selection becomes a critical factor governing construction safety and ...
Anrui Zhang   +6 more
wiley   +1 more source

Application of numerical modelling to the comprehensive analysis of slope stability [PDF]

open access: yes, 2019
Paper deals with the comprehensive methodology for the numerical simulation of potentially unstable slopes combining engineering geological, hydrological, hydrogeological and geotechnical computational model for the assessment of slope stability ...
Hrubesova, Eva   +2 more
core  

Study on the Characteristics of Surface Subsidence Induced by the Construction of a Subsurface Karst Tunnel Beneath an Airport

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
The tunnels in Southwest China are located in environmentally sensitive areas with intensive karst development and close proximity to airports. Surface subsidence in these regions poses serious risks to both tunnel construction safety and airport operational safety.
Yong Liu   +7 more
wiley   +1 more source

Prediction of the Mechanical Response and Reliability Analysis of Support Structures for Deep Foundation Pits in Soft Soil Based on an Improved PSO–BP Neural Network

open access: yesAdvances in Civil Engineering, Volume 2026, Issue 1, 2026.
Deep foundation pit support structures in soft soil are susceptible to deformation and instability under tidal action, making accurate prediction of their mechanical response and reliability assessment crucial for engineering safety. First, a three‐dimensional numerical model incorporating dynamic tidal loads was developed in ABAQUS to simulate the ...
Shengyuan Ma   +8 more
wiley   +1 more source

Nonlinear elasto–plastic performance prediction of materials stabilized with bitumen emulsion in rural road pavements [PDF]

open access: yes, 2016
[Abstract:] This article presents numerical modelling of rural road pavement sections recycled in situ with two materials stabilized with bitumen emulsion.
Medina-Rodríguez, Luis   +2 more
core   +2 more sources

Vibration induced by subway trains: open-trench mitigation analysis in the time and frequency domains [PDF]

open access: yes, 2018
In this paper, we analyse the mitigation effects of open trenches on the vibrations induced by subway trains. The study is performed by using both physical model tests and numerical simulations. The effectiveness is evaluated by calculating the frequency
Wang, Juan, Yang, Wenbo, Yuan, Ran
core   +1 more source

Coal mining collapse analysis of total caving method based on FLAC3D and UAV aerial surveying

open access: yes地质科技通报
Objective Total caving coal mining in the upper reaches of the Yellow River in Inner Mongolia has resulted in large areas of subsidence, causing frequent ecological and environmental problems on the surface.
Zhimin WANG   +5 more
doaj   +1 more source

NUMERICAL STUDY OF STORAGE CAPACITY AND POTENTIAL GROUND UPLIFT DUE TO CO2 INJECTION INTO KUTAI BASIN BY USING COUPLING HYDROMECHANICAL SIMULATOR [PDF]

open access: yes
Carbon capture and geological storage (CCGS) is one of the most feasible options in mitigating global warming. CCGS can be applied in capturing CO2 emission produced by large stationary sources, transporting to a site and then injecting it into a deep ...
Arsyad, Ardy, Samang, Lawalenna
core  

Numerical analysis of the venda nova II hydroelectrical complex main caverns and backanalysis of the geomechanical parameters [PDF]

open access: yes, 2008
Neste trabalho é apresentado um modelo numérico 3D para as cavernas principais do complexo da Venda Nova II considerando as diferentes fases de escavação.
Correia, A. Gomes   +5 more
core  

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