Results 231 to 240 of about 76,676 (363)

A novel approach for evaluating geology-engineering dual sweet spots in tight gas reservoirs in the LX block of China. [PDF]

Sci Rep
Liu Y, Liu S, Lou Y, Yin B, Zhang Y.
europepmc   +1 more source

Horizontal respect distance for hydraulic fracturing in the vicinity of existing faults in deep geological reservoirs: a review and modelling study [PDF]

, 2017
Rachel F. Westwood, Sam Toon, Peter Styles, Nigel J. Cassidy   +3 more
openalex   +1 more source

Strengthening urban resilience in China through underground infrastructures management: Addressing global climate challenges with technological solutions

Deep Underground Science and Engineering, EarlyView.
This paper explores how climate‐resilient technologies, such as smart grids, digital twins, and self‐healing materials, can enhance urban resilience. It highlights the urgent need for proactive planning, public‐private collaboration, and data‐driven innovation to future‐proof underground infrastructure amid accelerating climate and urban pressures ...
Kai Chen Goh, Tonni Agustiono Kurniawan, Christia Meidiana, Abdelkader Anouzla, Faissal Aziz, Imran Ali, Joan Cecilia C. Casila, M. Imran Khan, Dongdong Zhang, Meihui Jiang, Mohd Hafiz Dzarfan Othman, Md Munir Hayet Khan, Kasun Kumara Dissanayake   +12 more
wiley   +1 more source

Study on evaluation method for hydromechanical properties of hard and brittle shale based on indentation hardness. [PDF]

Sci Prog
Cui S, Jianfa W, Zeng B, Huang H, Chen L, Liu H, Zhang Z.   +6 more
europepmc   +1 more source

Description, measurement and analysis of glacitectonically deformed sequences [PDF]

, 2011
Lee, Jonathan R., Phillips, Emrys
core  

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

A comparative study of MLP and LSTM neural networks for shale gas production prediction based on numerical simulation data. [PDF]

PLoS One
Fei X, Ye M, Du Z, Miao H.
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

Cryogenic Fracture Dynamics in Coal: Crack Initiation and Propagation Mechanisms Induced by Liquid CO₂ Phase Transition. [PDF]

ACS Omega
Jin F, Wen H, Fan S, Xu Y, Cheng X, Mi W, Liu B, Li R, Wei G.   +8 more
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