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基于林绣贤法的SMA-16最佳油石比确定方法研究
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作者 陈俐光 《施工技术》 CAS 北大核心 2016年第S1期366-369,共4页
林绣贤法采用体积分析法,建立混合料内部有效沥青、集料吸入沥青、残余空隙以及集料之间的关系,通过密度关系总结出最佳油石比的计算公式。依据林绣贤法,计算了SMA-16四组级配的最佳油石比,并通过路用性能试验来与计算法进行对比分析,... 林绣贤法采用体积分析法,建立混合料内部有效沥青、集料吸入沥青、残余空隙以及集料之间的关系,通过密度关系总结出最佳油石比的计算公式。依据林绣贤法,计算了SMA-16四组级配的最佳油石比,并通过路用性能试验来与计算法进行对比分析,结果表明林绣贤法在一定程度上能预估最佳油石比,但仍需要一些室内和现场试验来确定该方法的误差范围,来对林绣贤法的预估值进行修正,这样才会在工程实际中提高其应用价值。 展开更多
关键词 体积分析法 SMA 最佳油石比 路用性能试验 拟合
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沥青混合料设计中最佳油石比的确定 被引量:2
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作者 徐妙传 李士月 潘学臣 《山东交通科技》 2005年第3期27-29,共3页
分析沥青混合料的体积构成,确定计算混合料最佳油石比的公式,并通过实际工程对其加以检验。对混合料最佳油石比进行了预估,并分析了矿料间隙率等对油石比的影响。
关键词 沥青混合料设计 体积分析法 最佳油石比 矿料间隙率
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DIFFERENTIAL QUADRATURE FOR AXISYMMETRIC GEOMETRICALLY NONLINEAR ANALYSIS OF CIRCULAR PLATES
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作者 王鑫伟 周光明 贾德财 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 1995年第2期134-142,共9页
New developments have been made on the applications of the differential quadrature(DQ)method to analysis of structural problems recently.The method is used to obtain solutions of large deflections, membrane and bendin... New developments have been made on the applications of the differential quadrature(DQ)method to analysis of structural problems recently.The method is used to obtain solutions of large deflections, membrane and bending stresses of circular plates with movable and immovable edges under uniform pressures or a central point load.The shortcomings existing in the earlier analysis by the DQ method have been overcome by a new approach in applying the boundary conditions. The accuracy and the efficiency of the newly developed method for solving nonlinear problems are demonstrated. 展开更多
关键词 circular plates nonlinear analysis axisymmetric bodies differential quadrature large deflection
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沥青混合料设计中沥青用量的确定
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作者 黄少虎 《科技创新与应用》 2011年第21期152-152,共1页
混合料足够的沥青用量是沥青路面耐久性的保证。用体积分析法论述沥青用量同混合料设计标准与体积参数的关系,并提出预估沥青用量与确定最佳沥青用量方法的建议。
关键词 混合料设计 体积分析法 设计空隙率 设计沥青用量 混合料理论最大密度
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Numerical Analysis of Finite Deformation of Overbroken Rock Mass in Gob Area Based on Euler Model of Control Volume 被引量:10
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作者 LIU Wei-qun MIAO Xie-xing 《Journal of China University of Mining and Technology》 EI 2006年第3期245-248,共4页
The overbroken rock mass of gob areas is made up of broken and accumulated rock blocks compressed to some extent by the overlying strata. The beating pressure of the gob can directly affect the safety of mining fields... The overbroken rock mass of gob areas is made up of broken and accumulated rock blocks compressed to some extent by the overlying strata. The beating pressure of the gob can directly affect the safety of mining fields, formarion of road retained along the next goaf and seepage of water and methane through the gob. In this paper, the software RFPA'2000 is used to construct numerical models. Especially the Euler method of control volume is proposed to solve the simulation difficulty arising from plastically finite deformations. The results show that three characteristic regions occurred in the gob area: (1) a naturally accumulated region, 0-10 m away from unbroken surrounding rock walls, where the beating pressure is nearly zero; (2) an overcompacted region, 10-20 m away from unbroken walls, where the beating pressure results in the maximum value of the gob area; (3) a stable compaction region, more than 20 m away from unbroken walls and occupying absolutely most of the gob area, where the beating pressures show basically no differences. Such a characteristic can exolain the easy-seeoaged “O”-ring phenomena around mining fields very well. 展开更多
关键词 overbroken rock mass plastically finite deformation method of control volume bearing pressure
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