Results 81 to 90 of about 950 (216)
The performance of diaphragm type cellular cofferdams
, 2009 The construction of water management and navigation structures often requires temporary works to exclude water to facilitate construction in the dry or at least under a lower water level within the construction area.
Iqbal, Qaiser
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GeosciencesUnderstanding the movement behavior of upper blocks along rock joints or weak planes is crucial for the geological hazard forecast and prediction. This paper presents experimental and numerical investigations of a saw-tooth joint under shear and normal ...
Zongheng Tao +3 more
doaj +1 more source
矿业科学学报, 2017 The thermodynamic parameters of surrounding rock of the coal seam in a certain gasification field in Inner Mongolia are measured, and the relationships of the heat capacity and thermal conductivity of the surrounding rock of the coal seam and the ...
Zhao Mingdong, Dong Donglin, Tian Kang
doaj
Applied SciencesTo study the phenomenon of large deformation and the failure of roadways under dynamic pressure, this paper takes the 10607 gas drainage roadway as the research object and presents the results of a theoretical derivation of equations for the boundary of ...
Renliang Shan +6 more
doaj +1 more source
Applied SciencesCyclical footage, a fundamental parameter in tunnel construction, has received limited attention despite its critical role in ensuring excavation stability and safety.
Shang Li, Bing Dai, Yuzhou Hou, Danli Li
doaj +1 more source
矿业科学学报, 2018 In view of the problem of the reserved width of coal pillar in the full-mechanized caving mining and the surrounding rock control technology of continuous working face in ultra-thick coal seam, the coal mining method of external-misaligned stagger ...
Wang Zhiqiang +5 more
doaj +1 more source
Numerical determination of soil deformations around a penetrating object in 2D and 3D models
, 2006 Various numerical methods have been employed to determine soil deformations around penetrating objects. However, due to the extensive computational resource requirements for 3D analysis, soil deformations are usually estimated from 2D analysis.
Farhangi, S. +2 more
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Preliminary design of cross passage by 3D numerical simulation
, 2013 Design and construction of the cross passages is a challenging issue in tunnelling design and one of the major components of the overall construction cost and construction delay.
Pescara, M. +3 more
core +1 more source
BuildingsTo address the stability of high embankment slopes and investigate the influence of spatial variability of gravel soil on slope stability, this study proposes a simplified reliability analysis method of slope stability. Based on FLAC3D, a numerical model
Hui Liu +4 more
doaj +1 more source
Successful Construction of a Complex 3D Excavation Using 2D and 3D Modelling
, 2015 Austar Coal Mine (Austar) successfully constructed an underground coal storage bin at a deep mine in challenging conditions. SCT Operations (SCT) was involved in various geotechnical assessments related to the bin excavation including vertical separation
Yvette Heritage (20179536) +2 more
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