Results 131 to 140 of about 9,754 (259)
Numerical Study on the Mechanical Behavior of Surrounding Rock in Deep Coal Seams under Fluidization Mining. [PDF]
Wei M, Xiao L, Kang J, Gao K.
europepmc +1 more source
Cement infill shares compressive and shear stresses during loading, while interfacial friction hinders crack propagation and reduces stress concentration, improving the rock's load‐bearing capacity. Failure modes vary with crack inclination. Unfilled specimens show four modes.
Shihao Yuan +4 more
wiley +1 more source
Investigation of deformation characteristics of gate and earth-rock dam systems under deep overburden conditions. [PDF]
Liu B, Wang F, Zou D, Zhuo Y, Pang S.
europepmc +1 more source
Recent advancements and emerging challenges in deep underground engineering
Jianguo Wang, Chunfai Leung
openaire +1 more source
The evolution of the temperature field and frozen wall under different fracture conditions was examined by an artificial ground freezing‐based thermal‐hydraulic coupled model. It was observed that fracture inclination affects the interaction extent of freezing pipes and fracture, while phase transition extent is the dominant factor for heat transfer in
Chenyi Zhang +9 more
wiley +1 more source
BDL: transformer-based super-resolution network for degraded underground coal mine images. [PDF]
Hu T, Qiu J, Cheng X.
europepmc +1 more source
Two‐year growth of Deep Underground Science and Engineering: A perspective
Jianguo Wang +6 more
openaire +2 more sources
A novel shear‐lag model, validated by pull‐out tests, incorporates a constant bond stress stage to predict the complete load–displacement response of grouted rock bolts, providing a new tool for optimizing anchorage length and material toughness in deep underground engineering. Abstract The stability of rock masses in deep underground excavations, such
Wenhui Bian +6 more
wiley +1 more source
Data of short-term thermal energy storage strategy with medium-deep borehole heat exchanger. [PDF]
Liu J, Wang R, Zhang S, Fang Z.
europepmc +1 more source
An analytical framework delivers a closed‐form stress solution for lined compressed air energy storage chambers, enabling the determination of the minimum safe burial depth. The solution quantitatively evaluates lining support effectiveness, offering a reliable tool for chamber design and optimization.
Zeyuan Sun +3 more
wiley +1 more source

