Results 151 to 160 of about 493,205 (255)

Numerical Analysis on Mechanical Properties of Different Fiber-Reinforced Cold-Formed Steel-Concrete Composite Corner Columns. [PDF]

Polymers (Basel)
Li M, Hu Y, Rao L, Jiang L, Li J, Zhou S, Sun H, Peng S, Pang X, Chen Y, Hu J, Xie P.   +11 more
europepmc   +1 more source

Field test and numerical simulation study on bonding performance of high-strength steel anti-floating anchor rod under rotary jet grouting construction. [PDF]

Sci Rep
Wei X, Wei J, Kuang Q, Yan C, Chen L, Liang S.   +5 more
europepmc   +1 more source

Observation and prediction of bottom collapse and middle break phenomena in the blasting demolition of high chimneys. [PDF]

Sci Rep
Li Q, Sun J, Jia Y, Huang X, Yao Y, Xia Y.   +5 more
europepmc   +1 more source

Failure mechanism research and load-bearing capacity of externally prestressed composite beams with web openings. [PDF]

Sci Rep
Li L, Wang C, Li D, Yang X, Xiao Y.
europepmc   +1 more source

Failure Mechanisms and Changes in Load-Bearing Capacity of Sinusoidal Corrugated Girders Under Fatigue and Static Loading. [PDF]

Materials (Basel)
Śledziewski K, Górecki M.
europepmc   +1 more source

Ultimate bearing capacity of shallow foundations of layered soils

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Ultimate bearing capacity of rock masses

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1994
Abstract The determination of the ultimate bearing capacity of spread foundations on rock masses has traditionally been considered taking into account previous experience, using empirical criteria or applying local or national codesAR1]. This paper defines a methodology for bearing capacity quantification based on the Hoek and Brown rock failure ...
Alcibíades Serrano, Claudio Olalla
openaire   +2 more sources

Ultimate bearing capacity of UHPC-encased CFST medium-long columns under axial compression

Magazine of Concrete Research, 2022
To study the effect of slenderness ratio on the ultimate bearing capacity of UHPC-encased concrete-filled steel tubular (UC-CFST) columns, a total of nine specimens under axial compression were tested. A finite element (FE) model, considering the effects
Qingxiong Wu, Zhizhou Xu, Hui-hui Yuan, Zhiying Qin   +3 more
semanticscholar   +1 more source

Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand–Clay

International Journal of Geomechanics, 2021
This study widely investigates the ultimate bearing capacity of a rigid footing on the free surface of sand overlying clay using the rigid-plastic finite-element method (RPFEM).
Quang N. Pham, S. Ohtsuka
semanticscholar   +1 more source