动三轴试验机轴向摩擦解决的研究

介绍了20 kN动三轴试验机机械工作原理,分析了该仪器轴向摩擦力的产生原因,提出了解决办法并加以具体实施.     

地震动态应力触发研究进展

本文从以下几方面阐述了近几年来地震动态应力触发的研究进展:地震动态应力触发问题的提出;地震动态应力触发存在的证据(包括地震频度图中探寻被触发震群和独立地震、数字滤波后新发现的被触发地震和形变仪器记录的同震变化和应力阶跃等);地震动态触发的研究现状和机理等.还提出了目前动态应力触发研究中存在的问题,并对其近期的发展进行了展望.     

无限弹性介质中隧道内爆炸动力响应的解析解

基于圆柱形薄壳结构理论,建立爆炸荷载作用下隧道结构的动力平衡方程.采用积分变换法求得Fourier变换域内爆炸荷栽作用下隧道位移场的积分表达式.结合具体算例,采用离散Fourier逆变换的数值计算方法,给出了爆心处隧道位移时程曲线、最大正应力时程曲线及某一时刻隧道位移幅值和最大正应力在x方向的变化曲线.其结果与数值计算结果相一致,验证了方法的可行性.     

分离式双圆形隧道衬砌对平面SH波的散射

采用波函数展开法,将入射、散射和折射SH波的位移势函数展开成Fourier-Bessel函数的级数形式,根据Graf加法定理,得到了任一局部圆柱坐标系下的波场势函数的表达式.根据隧道衬砌与周围岩体都在界面处应力和位移连续及衬砌内边界完全自由的边界条件,得到了分离式双隧道衬砌对入射平面,SH波的多重散射问题的理论解.通过数值计算分析得出:入射频率、衬砌间距、衬砌与围岩的模量比及衬砌的厚度等是影响衬砌内侧的无量纲位移和动应力集中因子分布的重要因素,为双衬砌或多衬砌的地震评价提供了理论依据.     

Considering dynamic soil structure interaction (SSI) effects on seismic isolation retrofit efficiency and the importance of natural frequency ratio

This paper utilizes and expands on existing coupled BEM–FEM (finite element method) methods for the investigation of the effects of soil structure interaction (SSI) on both an un-retrofitted and seismically isolated typical bridge structure. A simple numerical model of the bridge and surrounding soil is formulated and excited by an earthquake excitation. Utilizing Newmark's β FEM solution method along with the closed form B-spline BIRF method, the structural damped period, composite damping ratio, pier relative displacement, and base shear demand are monitored. From these results, the effects of SSI on this structure are identified. Additionally, the importance of the relative rigidity between the soil-foundation system and the bridge structure is also investigated. The results of the studies indicate that the response of the complete structure system considered is affected by the inclusion of SSI effects. Furthermore, the efficiency of the isolation measures designed using fixed base conditions is decreased by considering SSI over a certain relative rigidity range that is quantified using the structure to soil-foundation natural frequency ratio.     

Nonequilibrium effects in models of three-phase flow in porous media

In this paper we extend to three-phase flow the nonequilibrium formalism proposed by Barenblatt and co-workers for two-phase porous media flow. The underlying idea is to include nonequilibrium effects by introducing a pair of effective water and gas saturations, which are linked to the actual saturations by a local evolution equation. We illustrate and analyze how nonequilibrium effects lead to qualitative and quantitative differences in the solution of the three-phase flow equations.     

Multi-step and two-step experiments in heterogeneous porous media to evaluate the relevance of dynamic effects

The determination of hydraulic properties in non-stationary experiments is suspected to be affected by dynamic effects. This is based on thermodynamic considerations on the pore scale displacement of wetting and non-wetting phase. But also macroscopic heterogeneities at the continuum scale may influence the dynamics of water during drainage and wetting. In this paper we investigate both aspects. Firstly, we present the results of typical multi-step outflow experiments in heterogeneous sand columns which are compared with two-step outflow experiments covering the same pressure range. The discrepancies caused by pressure steps of different size reveal the impact of dynamic effects due to the non-stationarity of the experiments.     

Reprint of “Multi-step and two-step experiments in heterogeneous porous media to evaluate the relevance of dynamic effects”

The determination of hydraulic properties in non-stationary experiments is suspected to be affected by dynamic effects. This is based on thermodynamic considerations on the pore scale displacement of wetting and non-wetting phase. But also macroscopic heterogeneities at the continuum scale may influence the dynamics of water during drainage and wetting. In this paper we investigate both aspects. Firstly, we present the results of typical multi-step outflow experiments in heterogeneous sand columns which are compared with two-step outflow experiments covering the same pressure range. The discrepancies caused by pressure steps of different size reveal the impact of dynamic effects due to the non-stationarity of the experiments.     

辽宁地区中等地震活动增强与后续最大震级的关系探讨

本文定义了描述中等地震活动增强的三个参量E、T和R,通过对辽宁地区13次ML≥5.0地震的统计分析,分别给出了辽西-辽蒙交界、营-海-岫和辽南及两侧海域地区主震震级对E、T、R的回归方程并与实际震级进行对比分析,结果表明,中等地震活动增强参量E、T、R与未来主震震级间存在一定的定量关系,在震级预测上有一定指导意义。     

Preliminary study on the origin identification of natural gas by the parameters of light hydrocarbon

The light hydrocarbon composition of 209 natural gas samples and individual light hydrocarbon carbon isotopes of 53 natural gas samples from typical humic-sourced gas and sapropelic-sourced gas in the four basins of China have been determined and analyzed.Some identification parameters for humic-sourced gas and sapropelic-sourced gas are proposed or corrected.The differences of compound-specificδ13C value of individual light hydrocarbon between humic-sourced gas and sapropelic-sourced gas have been founded.The humic-sourced gas has the distribution ofδ13C benzene > -24‰,δ13C toluene >-23‰,δ13C cyclohexane >-24‰andδ13C methyl cyclohexane >-24‰,while the sapropelicsourced gas has the distribution ofδ13C benzene <-24‰,δ13C toluene <-24‰,δ13C cyclohexane <-24‰and δ13C methyl cyclohexane <-24‰.Among the components of C7 light hydrocarbon compound,such as normal heptane(nC7),methyl cyclohexane(MCH)and dimethyl cyclopentane(ΣDMCP),etc,relative contents of nC7 and MCH are influenced mainly by the source organic matter type of natural gas.Therefore,it is suggested that the gas with relative content of nC7 of more than 30%and relative content of MCH of less than 70%is sapropelic-sourced gas,while gas with relative content of nC7 of less than 35%and relative content of MCH of more than 50%is humic-sourced gas.Among components of C5-7 aliphatics, the gas with relative content of C5-7 normal alkane of more than 30%is sapropelic-sourced gas,while the gas with relative content of C5-7 normal alkane of less than 30%is humic-sourced gas.These paremeters have been suggested to identify humic-sourced gas and sapropelic-sourced gas.