孔隙压变化对岩石错动面滑动行为影响的实验研究          下载免费PDF全文

李建国  宋瑞卿 《地震地质》1994,16(1):53-59

应用摩擦实验装置，在法向压力σ＿ｎ＝１０～１２０ＭＰａ下研究了孔隙压变化速率对岩石错动面滑动行为的影响。当孔隙压增压速率较大时，具粘滑振荡特性的岩石错动面仍将发生粘滑振荡，当孔隙压增压速率较小时，错动面发生稳定滑动，当增压速率介于上述两者之间时，错动面则呈粘滑－稳滑转化。以上结果对地震前兆和地震控制研究有重要意义  相似文献   

Storm surge mitigation through vegetation canopies     

M. B. Danard  T. S. Murty 《Natural Hazards》1994,9(1-2):155-166

The paper of Reid and Whitaker (1976) on the effects of a vegetation canopy on flow of water is re-examined. Their assumptions on the equality of various drag coefficients are replaced by more realistic calculations. A new method for calculating wind stress on water is presented for the case when the vegetation extends above the water surface.For the case of vanishingly small water depth, it is shown that the horizontal stress is approximately constant in the vertical. This results in a diagnostic relationship for the water current as a function of the wind stress and bottom roughness.A new expression for the vertically averaged frictional force per unit mass is derived on the assumption that the friction velocity varies linearly with height. The vertical rate of change of friction velocity depends on the mean water current, the wind stress, the bottom roughness, and the water depth. This work has a possible application in the mitigation of storm surges.  相似文献   

The stability and behavior of a frictional system with a two state variable constitutive law     

Michael L. Blanpied  Terry E. Tullis 《Pure and Applied Geophysics》1986,124(3):415-444

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On the nonlinear dynamics of the boundary layer of intense atmospheric vortex   总被引：1，自引：0，他引：1  

Lev Kh. Ingel   《Dynamics of Atmospheres and Oceans》2005,40(4):295-304

The paper describes a stationary model of the boundary layer of a large-scale vortex. The model takes into account two types of nonlinearities: (1) advection of the momentum and centrifugal accelerations, that is related to large values of the Rossby number; (2) a nonlinear turbulent friction on the lower boundary (generally speaking, not only quadratic, but also more complicated). Nevertheless, the model may be studied analytically. This approach allows discovery and analysis of several universal regularities, which are not revealed by numerical modeling. The model provides the actual values for the speed of the surface wind and the angle of cross-isobar surface flow in the tropical cyclones.  相似文献   

Effect of rod friction on vane shear tests in very soft organic harbour mud     

Benjamin F. Schlue  Tobias Mörz  Stefan Kreiter 《Acta Geotechnica》2007,2(4):281-289

Very soft organic harbour mud is increasingly used as a filling and construction material in harbour construction and reorganization. The undrained shear strength of such soft sediments is the critical geotechnical soil parameter with regard to any specific construction design. Field and laboratory vane shear testing is a standard method to quickly determine this important parameter. So far, the effect of rod friction on vane shear tests in very soft organic soils is unclear. In this study we present results from laboratory experiments on harbour mud from a construction site in northern Germany. Relations among vane and rod geometry, penetration depth, water content, rod friction and undrained shear strength are derived. Based on these relations the influence of rod friction on vane shear test results is investigated. The results indicate that field and laboratory vane shear test measurements may be significantly influenced by rod friction. Methods are proposed to correct for the rod influence, which is shown to increase with rising water contents.  相似文献   

Physics of basic motions in asymmetric continuum     

Roman Teisseyre  Marek Górski 《Acta Geophysica》2007,55(2):119-132

We consider the advantages of a formalism based on concept of the asymmetric continuum and we present some equivalence theorems relating it to the asymmetric elasticity and to micropolar and micromorphic theories as founded by Nowacki, Cosserats and Eringen. We consider the basic processes in an asymmetric continuum which could be reduced to the point basic motions/deformations. The co-action of spin and shear motions is assumed to play the main role in fracturing process, while the constitutive relation between the antisymmetric stresses and rotations replaces the friction constitutive law.  相似文献   

某铁路大桥钻孔灌注桩工程性状浅析     

韩爱果  韩坤立  徐满意  徐品焕 《水文地质工程地质》2002,29(3):47-48,55

通过对某铁路特大桥钻孔灌注桩单桩竖向静载荷试验、桩身轴力测试，探讨钻孔灌注桩侧摩阻力发挥的影响因素及荷载传递中的工程性状，为钻孔灌注桩的设计、施工提供参考。  相似文献   

摩擦与粘性流体耗能器串联体系动力分析     

吕西林  周强 《地震工程与工程振动》2001,21(1):123-130

采用粘性屈服模型来模拟摩擦耗能器的力－速度关系，建立了摩擦与粘性流体耗能器串联耗能体系的动力分析方法．为考虑框架杆件和支撑材料的几何非线性，采用增量型Ｒｏｓｅｎｂｒｏｃｋ二级三阶半隐式Ｒｕｎｇｅ－Ｋｕｔｔａ法求解动力方程．比较了仅有摩擦耗能器体系与串联组合耗能体系的减振效果，分析了粘性流体耗能器参数对组合耗能体系减振效果的影响。  相似文献   

摩擦耗能框架体系动力分析   总被引：4，自引：0，他引：4  

周强  吕西林 《地震工程与工程振动》2001,21(2):136-144

采用粘性屈服模型来模拟摩擦耗能器的力－速度关系。建立了带有摩擦耗能器体系的动力分析8方法，采用增量型Rosenbrock二阶三阶半隐式Runge-Kutta法求解动力方程，得到了带有摩擦耗能器单层框架在正弦波激励下反应的解析解，并据此验证粘性屈服模型及求解动力方程算法的正确性，分析了摩擦耗能器的起滑力和支撑刚度对耗能减振效果的影响。  相似文献   

粘弹性介质中的地震波   总被引：1，自引：0，他引：1  

范家参 《地震研究》2001,24(4):358-362

给出了三元件的标准线性粘弹性固体在半平面内传播的地震波的解析解，它是由已知的弹性半平面内的解析解迭粘滞性解而得，从而克服了视地壳为二元件粘弹性体的Voigt模型或Maxell模型的缺点。  相似文献