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Risk Assessment of Quality Safety of Nonlocal Red Bayberry in Cixi City
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作者 Wang Dongqun Hu Yinxia +5 位作者 Fei Wei Ma Jinjin Su Tong Hu Shimeng Ma Yan Hua Xiaoxia 《Plant Diseases and Pests》 CAS 2014年第4期31-34,共4页
The nonlocal red bayberry sold in Cixi City were quantitatively analyzed for consecutive four years from 2010 to 2013, in order to understand their pesti- cide pollution. The results showed that the detectable rate of... The nonlocal red bayberry sold in Cixi City were quantitatively analyzed for consecutive four years from 2010 to 2013, in order to understand their pesti- cide pollution. The results showed that the detectable rate of pesticide was 55.56%, and the pesticide detectable rate of samples was 59.09% in red bayberry. The exceeding standard rate of pesticides was 15.87%. In terms of safety index, the risk and safety state of all pesticides were within an acceptable range except cyhalothrin. In terms of risk coefficient, omethoate, triazophos and isocarbophes were at high-risk state, and the remaining 19 kinds of pesticides were at low-risk state. 展开更多
关键词 Red bayberry Pesticide residue Safety index risk coefficient CIXI
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True triaxial modeling test of high-sidewall underground caverns subjected to dynamic disturbances
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作者 Chuanqing Zhang Jinping Ye +3 位作者 Ning Liu Qiming Xie Mingming Hu Lingyu Li 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第4期2109-2132,共24页
Seismicity resulting from the near-or in-field fault activation significantly affects the stability of large-scale underground caverns that are operating under high-stress conditions.A comprehensive scientific assessm... Seismicity resulting from the near-or in-field fault activation significantly affects the stability of large-scale underground caverns that are operating under high-stress conditions.A comprehensive scientific assessment of the operational safety of such caverns requires an in-depth understanding of the response characteristics of the rock mass subjected to dynamic disturbances.To address this issue,we conducted true triaxial modeling tests and dynamic numerical simulations on large underground caverns to investigate the impact of static stress levels,dynamic load parameters,and input directions on the response characteristics of the surrounding rock mass.The findings reveal that:(1)When subjected to identical incident stress waves and static loads,the surrounding rock mass exhibits the greatest stress response during horizontal incidence.When the incident direction is fixed,the mechanical response is more pronounced at the cavern wall parallel to the direction of dynamic loading.(2)A high initial static stress level specifically enhances the impact of dynamic loading.(3)The response of the surrounding rock mass is directly linked to the amplitude of the incident stress wave.High amplitude results in tensile damage in regions experiencing tensile stress concentration under static loading and shear damage in regions experiencing compressive stress concentration.These results have significant implications for the evaluation and prevention of dynamic disasters in the surrounding rock of underground caverns experiencing dynamic disturbances. 展开更多
关键词 High-sidewall underground cavern Modeling test Coupling effect of dynamic and static loads Incident wave Response characteristics risk coefficient
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SKEWNESS OF RETURN DISTRIBUTION AND COEFFICIENT OF RISK PREMIUM 被引量:5
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作者 Fenghua WEN Xiaoguang YANG 《Journal of Systems Science & Complexity》 SCIE EI CSCD 2009年第3期360-371,共12页
The skewness of the return distribution is one of the important features of the security price.In this paper,the authors try to explore the relationship between the skewness and the coefficient ofrisk premium.The coef... The skewness of the return distribution is one of the important features of the security price.In this paper,the authors try to explore the relationship between the skewness and the coefficient ofrisk premium.The coefficient of the risk premium is estimated by a GARCH-M model,and the robustmeasurement of skewness is calculated by Groeneveld-Meeden method.The empirical evidences forthe composite indexes from 33 securities markets in the world indicate that the risk compensationrequirement in the market where the return distribution is positively skewed is virtually zero,andthe risk compensation requirement is positive in a significant level in the market where the returndistribution is negative skewed.Moreover,the skewness is negatively correlated with the coefficient ofthe risk premium. 展开更多
关键词 coefficient of risk premium return distribution robust skewness speculation.
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