Results 211 to 220 of about 64,439 (239)
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European Journal of Environmental and Civil Engineering, 2019
This paper proposes a method of describing a global failure in geomechanics problems using the finite element method.
Florent Prunier, Denis Branque
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This paper proposes a method of describing a global failure in geomechanics problems using the finite element method.
Florent Prunier, Denis Branque
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Australian Geomechanics Journal
Static liquefaction risk is one of the major risks faced in Tailings Storage Facilities (TSFs), primarily due to the contractive and strain-softening nature of loosely deposited tailings. The safety margin against the triggering of static liquefaction is difficult to evaluate using conventional Limit Equilibrium Analysis (LEA), which considers either ...
Jiaxi (Joshua) Chan, Qian Gu
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Static liquefaction risk is one of the major risks faced in Tailings Storage Facilities (TSFs), primarily due to the contractive and strain-softening nature of loosely deposited tailings. The safety margin against the triggering of static liquefaction is difficult to evaluate using conventional Limit Equilibrium Analysis (LEA), which considers either ...
Jiaxi (Joshua) Chan, Qian Gu
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6th International Power Transmission and Gearing Conference: Advancing Power Transmission Into the 21st Century, 1992
Abstract The stress distribution in the holed web of a gear was studied in order to evaluate the effects of overstress caused by a reduction in weight in comparison with a gear without lightening holes. The analysed gear is a component of a helicopter principal transmission: geometry and dimensions (web with eight circular holes) are ...
Paolo Clerici +2 more
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Abstract The stress distribution in the holed web of a gear was studied in order to evaluate the effects of overstress caused by a reduction in weight in comparison with a gear without lightening holes. The analysed gear is a component of a helicopter principal transmission: geometry and dimensions (web with eight circular holes) are ...
Paolo Clerici +2 more
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27. Static load testing, CAPWAPC analysis and factors of safety for precast concrete driven piles
1992Static maintained load and constant rate of penetration pile tests are compared with dynamic pile test analyses, using the CAPWAPC method, for five different sites in the UK. The piles studied included both square and triangular section piles, some of which were slip coated and some of which were plain.
D. E. Sherwood, B. Gravare, P. Thurlow
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Performance-Based Slope Stability Analysis and the Pseudo-Static Factor of Safety
Geotechnical Frontiers 2017, 2017Bogart Mendez +2 more
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Improving Search in Go Using Bounded Static Safety
Lecture Notes in Computer Science, 2023Ting-Han Wei
exaly
Safety evaluation of mice exposed to 7.0–33.0 T high‐static magnetic fields
Journal of Magnetic Resonance Imaging, 2021Xin Zhang, Chuanying Xi, Biao Yu
exaly
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1975
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