Results 221 to 230 of about 280,661 (355)
Seismic performance of concrete tunnel–sand–pile interaction by the shake table test
This research presents the square root sum of squares response of displacements and tunnel moments under the Kobe and Loma Prieta seismic excitations with a peak ground acceleration of 0.05 g for various dry relative densities of local sand in Bangladesh.
Md. Foisal Haque, Mehedi A. Ansary
wiley +1 more source
Refined weathering CO<sub>2</sub> budget of the Tibetan Plateau strongly modulated by sulphide oxidation. [PDF]
Liu W, Xu Z, Sun H, Zhao M, Xu Y, Guo Z.
europepmc +1 more source
This paper studies the distribution characteristics of the current in situ stress field in northeast Yunnan Province by using multisource stress data, including in situ stress measurements, focal mechanism solutions, and borehole damage information, and comprehensively determines the in situ stress magnitude and direction in the mining area.
Hui Wang+6 more
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Ctenophorahunanensis sp. nov. (Bacillariophyta) from the Yongle River in Hunan Province, China. [PDF]
Xiang DQ+4 more
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A review of multiscale numerical modeling of rock mechanics and rock engineering
Multiscale numerical methods of rock mechanics and rock engineering are reviewed, and the review results show that more attention should be paid to the development of an advanced constitutive model in addition to numerical techniques themselves. Abstract Rock is geometrically and mechanically multiscale in nature, and the traditional phenomenological ...
Xindong Wei, Zhe Li, Gaofeng Zhao
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Author Correction: Control of slab tears and slab flat wedging on volcanism in the Alaska subduction zone. [PDF]
Hu Y, Liu C, Wang Z, Zhao F.
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The Fobinso granitoids are granodiorites, while the Esuajah granitoids are granites based on their mineralogical composition. The granitoids are generally enriched in LILE and LREE than HFSE, MREE, and HREE, indicating mixing with crustal sources during their evolution.
Emmanuel D. Sunkari+2 more
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Numerical investigation of the mechanical behaviours of a pair of rock bridges at diverse scales in direct shear. [PDF]
Xue L+5 more
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The influence of gas on the instability and failure of rock–coal–rock combinations is considered. The damage characteristics of gas‐bearing rock–coal–rock combinations under different confining pressures, axial loading rates, and gas are revealed. A constitutive model for gas‐bearing rock–coal–rock damage considering gas is established.
Feng Du+8 more
wiley +1 more source