Results 181 to 190 of about 161,008 (305)
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
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
MHBDS: Healthcare blockchain data sharing scheme based on SMPC and TRP-PBFT. [PDF]
Zhang L, Luo J, Hao Z, Yang Q.
europepmc +1 more source
Caption: "Each must interpret for himself/The Secret of The Sphinx."Kneeling man grasps the chin of the Sphinx, which is up to the neck in ...
core
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
"Magical relief": the effectiveness of three stages of a video-based magic intervention on distress and pain in children aged 9-11 years during HPV mass vaccinations-a cluster-randomized trial. [PDF]
Versluis AWE +6 more
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
Thermal-State Continuous-Variable Quantum Key Distribution Under the Effects of Gravity. [PDF]
Zhang L, Huang J, Zhou J.
europepmc +1 more source
B1 is bord width 1, B2 is bord width 2, L is the pillar length, W is the pillar width, red color and letter A represent the pillars, and white color and number 1 represent excavated areas. Pstress is the average pillar stress; σv is the vertical component of the virgin stress, MPa; and e is the areal extraction ratio. e = B o B o + B P ${\rm{e}}=\frac{{
Tawanda Zvarivadza +4 more
wiley +1 more source
High-Payload and Secure Data Hiding for Medical Images in IoMT-Based eHealth Systems. [PDF]
Wang Y +4 more
europepmc +1 more source

