路基填方材料配合比与施工质量控制研究     

余建星  李彦苍  徐金利  索娟娟 《地震工程与工程振动》2007,27(4):172-176

本文提出我国北方含水量高的低洼地段公路工程中路基填方铺设方法,重点研究了材料配合比不确定、工程地质条件复杂、充填施工质量不易控制等问题,进行二灰土击实与压缩性能的试验研究,得出了石灰、粉煤灰和土3种充填材料的配合比,并针对工程特点,提出了确保施工质量的措施。室内试验及现场施工均取得了较满意的结果,该研究为公路路基填方提供了可借鉴的经验。  相似文献   

基于熵的海洋平台安全评价专家评定模型   总被引：1，自引：0，他引：1  

余建星  李彦苍  吴海欣  傅健  王常文  徐金利 《海洋工程》2006,24(4):90-94

针对现今海洋平台安全评价中存在的仅靠主观臆断选取专家的缺陷,在定义最优专家的基础上,采用熵度量各专家给出评价结果的不确定性及专家与最优专家的差异,建立了基于熵的专家评定模型。海洋平台装船过程安全评价中,对专家的评定实例表明,该模型计算简单,意义明确,对海洋平台安全评价具有重要的理论与现实意义。  相似文献   

Research on Motion Performance of the Mobile Double-Causeway Pier System     

余建星  田佳  徐金利  张翼飞  杨晓蓉  谭振东  董文斌  杜尊峰 《中国海洋工程》2008,22(2):267-276

Mobile offshore double-causeway pier system, a type of seashore unloading equipment, consists of two groups of multiple connected semi-submersible modules. This structure has wide application because most of the middle or mini type of vessels and ships can be moored to it. Based on the analysis of computational methods of multi-body motion response, a hydrodynamic model is set up and the three-dimensional potential theory in finite depth is adopted to calculate the three-dimensional motion response of this system. The double P-M spectrum is used to analyze the motion response in irregular waves. Different wave directions are specially taken into consideration, due to their various effects to the motion response. Furthermore, the calculated result is compared with that of the experiment, and it is proved that sway, heave, pitch and yaw motion are greatly constrained by mooring system. The comparison also indicates that the model can forecast the motion performance of the target, and that the calculated result can also be used as reference in connector and mooring system design.  相似文献