Results 251 to 260 of about 27,483 (302)

Study on the composite fracture characteristics of filling and reinforcing cracked rock mass after high temperature damage

Deep Underground Science and Engineering, EarlyView.
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, Qiang Sun, Jianjun Hu, Liwei Zhang, Jishi Geng   +4 more
wiley   +1 more source

Creep damage model of deep granite under coupled temperature-stress conditions. [PDF]

Sci Rep
Hu J, Shi J, Wu J, Zhang S, Zhao Y, Zhao S, Sun Z, Dang H, Yuan H.   +8 more
europepmc   +1 more source

Numerical simulation study on the evolution of the temperature field and frozen wall in fractured rock mass

Deep Underground Science and Engineering, EarlyView.
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, Tingting Luo, Tao Zhang, Tao Han, Xiaodong Zhao, Haipeng Li, Yanfei Ma, Faxing Zhang, Madhusudhan Bangalore Narasimha Murthy, Weihao Yang   +9 more
wiley   +1 more source

Application of Space-Time Cube Analysis to Brewing Water Resources: A Complementary Decision-Support Tool for Breweries. [PDF]

Foods
Iturritxa E, Hill AE, Torija MJ.
europepmc   +1 more source

Modeling and experimental validation of bolt–grout bond–slip behavior for deep underground excavation support

Deep Underground Science and Engineering, EarlyView.
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, Xiaohui He, Kexue Wang, Yufei Wu, Guoxin Wang, Shaochen Zhang, Jun Yang   +6 more
wiley   +1 more source

A hybrid simulation-machine learning proxy model for waterflood design optimization in the Bahariya Formation. [PDF]

Sci Rep
Gad R, Salem AM, El Farouk OM, El-Hoshoudy AN.   +3 more
europepmc   +1 more source

From Exploration to Production: A Systematic Review of Natural Gas Hydrate Technologies. [PDF]

ACS Omega
Wang H, Li Z, Zhang H, Wang D, Gan B, Feng Z, Guo S.   +6 more
europepmc   +1 more source

Delineating homogeneous zones for rock joint wall mechanical properties in open-pit mine slope based on a multi-indicator stacked generalization model. [PDF]

Sci Rep
Yu X, Zheng A, Ye J, Qin J, An P, Wang R.   +5 more
europepmc   +1 more source

Enhancing reservoir characterization in the Temsah gas field through high-resolution seismic analysis and three-dimensional modeling. [PDF]

Sci Rep
Reda M, El-Gendy NH, Abdel-Fattah MI, Elmashaly MM, Barakat MK.   +4 more
europepmc   +1 more source

Controls on natural hydrogen generation during serpentinization of mantle rocks. [PDF]

Nat Commun
Christiansen R, Sobh M, Ostertag-Henning C, Gianni G, Saspiturry N, Chevrot S, Langenheim V, García-Pintado J, Gabriel G.   +8 more
europepmc   +1 more source