Results 11 to 20 of about 111,392 (214)
The composite bucket foundation of offshore wind turbines is subjected to a variety of loads in the marine environment, such as horizontal load H, vertical load V, bending moment M, and torque T.
Yuanxu Jing +4 more
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Research on Bearing Characteristics of Gravity Anchor in Clay
The applications and studies of gravity anchors in the ocean are becoming more and more extensive. Most of the research, however, has been directed toward the bearing properties of sand.
Jianxing Yu +6 more
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Undrained capacity of foldable mudmats under combined V-M loading
The foldable mudmat rigidly connected by two adjacent foundations is a new type of infrastructure used in subsea production systems. During service, the stress state is a multi-degree of freedom-combined loading mode, and the bearing characteristics are ...
SUN Li-qiang 1, 2, LIU Song 1, 2, FU Deng-feng 1, 2, QI Yu-meng 1, 2, ZHOU Chen 3
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The residual strength of rocks and rock masses is an important parameter to be constrained for analysis and design purposes in many rock engineering applications.
Gabriel Walton +2 more
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Study on combined stress failure envelope of CMG based on PSO-BP neural network
The investigation of the failure envelope of control moment gyroscopes (CMGs) under simulated dynamic and thermal vacuum conditions on the ground is crucial for ensuring the reliability of CMGs.
Shouqing Huang +6 more
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Time, temperature and water aging failure envelope of thermoset polymers
Epoxies and epoxy-based fiber reinforced polymers (FRP) are significantly affected by environmental impacts during their service life. Exposures to water, humidity, temperature and UV radiation are known to substantially influence the (thermo ...
Dennis Gibhardt +6 more
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This study presents a practical finite element model for evaluating laterally loaded monopiles embedded in sandy seabed, verified through comparison with field test data from the PISA project. The classical Mohr-Coulomb model, used for soil plasticity in
Xin-Yu You +4 more
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True triaxial tests on unsaturated soils with suction-controlled condition
Based on the new true triaxial apparatus of Xi’an University of Technology, the pedestal of the pressure chamber is installed with a high-air-entry-value ceramic disk and porous plate is placed on the top of the specimens.
ZHENG Fang 1, SHAO Sheng-jun 1,2, ZHANG Bo 1, SHE Fang-tao 1
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The current design of member foundation only considers horizontal forces (H) and ignores the effect of torque (T), which may lead to torsional failure of the foundation.
Pingbao YIN +5 more
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Displacement Analyses for a Natural Slope Considering Post-Peak Strength of Soils
A natural slope undergoing recurrent movements caused by rainfall-induced groundwater table rises is studied using a novel method. The strength and displacement parameters are back-calculated using a force-equilibrium-based finite displacement method ...
Chien-Li Lo, Ching-Chuan Huang
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