Results 11 to 20 of about 10,194 (50)

High-precision segmentation and quantification of tunnel lining crack using an improved DeepLabV3+

open access: yesUnderground Space
Current semantic segmentation models have limitations in addressing tunnel lining crack, such as high complexity, misidentification, or inability to detect tiny cracks in specific practical scenarios, which is crucial for precise assessment of tunnel ...
Zhutian Pan   +6 more
doaj   +1 more source

A state‐of‐the‐art review on geothermal energy exploration in Morocco: Current status and prospects

open access: yesDeep Underground Science and Engineering
In the last few decades, addressing the global challenge of implementation of strategies for renewable energy and energy efficiency has become crucial.
Redouane Meryem   +5 more
doaj   +1 more source

Reliable prediction for TBM energy consumption during tunnel excavation: A novel technique balancing explainability and performance

open access: yesUnderground Space
Recently, AI-based models have been applied to accurately estimate tunnel boring machine (TBM) energy consumption. Although data-driven models exhibit strong predictive capabilities, their outputs derived from “black box” processes are challenging to ...
Wenli Liu, Yafei Qi, Fenghua Liu
doaj   +1 more source

Effect of constructing twin tunnels under a building supported by pile foundations in the Sydney central business district

open access: yesUnderground Space, 2019
In congested cities such as Sydney, competition for underground space escalates within the built environment because various assets require finite geotechnical strength and support. Specific problems such as damage to buildings may develop when high-rise
Hadi Khabbaz   +2 more
doaj   +1 more source

Particle crushing and critical state surface of porous granular materials derived from artificial pumice

open access: yesSoils and Foundations
Crushable porous soils, such as volcanic pumice, are distributed worldwide and cause a variety of engineering problems, such as slope hazards. The mechanical properties of these soils are complicated by their high compressibility due to voids in the ...
Itsuki Sato   +2 more
doaj   +1 more source

Effect of pore water chemistry on anisotropic behavior of clayey soil and possible application in underground construction

open access: yesUnderground Space, 2016
The effect of pore water chemistry on anisotropic behavior of consolidation and shear strength of reconstituted Ariake clay has been investigated experimentally.
Jinchun Chai   +3 more
doaj   +1 more source

Long-term response of flexible pipe in sand trench due to consolidation of native clay

open access: yesSoils and Foundations, 2021
The finite element analysis are performed to investigate a long-term response of flexible pipe buried in sand trench embedded in native soft clay. The investigated long-term behaviors are due to effects of backfill soil structure rearrangement and native
S. Yimsiri, W. Ratananikom
doaj   +1 more source

Pollutant transport and performance evaluation in defective composite cutoff walls: centrifuge test and numerical simulation

open access: yesSoils and Foundations
The composite geomembrane-soil-bentonite (CGSB) cutoff wall is one of the most effective barriers to prevent pollutant transport in groundwater. However, geomembranes may have defects during construction, significantly increasing the risk of pollutant ...
Bo Huang, Lin-Feng Cao, Yu-Chao Li
doaj   +1 more source

Investigation on in-situ test of penetration characteristics of open and closed PHC pipe piles

open access: yesSoils and Foundations, 2021
To investigate the load transfer mechanism of open and closed Pre-stressed High-strength Concrete (PHC) piles jacked into layered soil, a full-scale in-situ test was conducted.
Yonghong Wang   +4 more
doaj   +1 more source

Torsional dynamic response of a floating pile in radially inhomogeneous saturated soils

open access: yesSoils and Foundations
The pile construction process may disturb the soil adjacent to the pile shaft that significantly influences the torsional dynamic response of the floating pile.
Hiep Toan Luong, Hien Manh Nghiem
doaj   +1 more source

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