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| http://dx.doi.org/10.1097/SIH.0000000000000341 | DOI Listing |
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Probabilistic stability assessment of slope considering soft soil and silty clay foundations.
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College of Engineering, Ocean University of China, Qingdao, 266404, China.
Although deterministic analysis can provide initial insights into slope stability, there is no way to reflect the true distribution of soil properties within a slope. To further investigate the effects of the spatial variability of soil properties on the stability and failure mechanism of slope under different foundation types, this study develops a framework combining simple limit equilibrium method (LEM), Monte Carlo Simulation (MCS), and random field to incorporate these factors into slope probabilistic stability analysis. The slope models of two typical foundations (e.
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College of Mechanical and Vehicle Engineering, Hunan University, Changsha, China.
In this study, the analysis of 2824 vulnerable road users (VRU) accident data from China's FASS (Future mobile traffic Accident Scenario Study) database indicates that VRU side impacts are the most common collision scenarios. A typical accident (minivan-toeBike) from the FASS database was selected for accident reconstruction. WordSID thorax module has been employed to evaluate e-Bike rider thorax injuries and its kinematic difference has been investigated as well.
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