Dynamic process simulation with a Savage-Hutter type model for the intrusion of landslide into river

Natural damming of rivers by mass movements is a very common and potentially dangerous phenomena which has been documented all over the world. In this paper, a two-layer model of Savage-Hutter type is presented to simulate the dynamic procedure for the intrusion of landslide into rivers. The two-layer shallow water system is derived by depth averaging the incompressible Navier-Stokes equations with the hydrostatic assumption. A high order accuracy scheme based on the finite volume method is proposed to solve the presented model equations. Several numerical tests are performed to verify the realiability and feasibility of the proposed model. The numerical results indicate that the proposed method can be competent for simulating the dynamic process of landslide intrusion into the river. The interaction effect between both layers has a significant impact on the landslide movement, water fluctuation and wave propagation.     

走滑断裂古地震探槽选址范例

探槽选址直接决定了古地震研究的质量,且理想探槽位置具有稀缺性。在收集82篇国内外走滑断裂古地震研究论文的基础上,分析了长序列古地震探槽选址和同震位移探槽选址的构造地貌共性特征。长序列古地震探槽一般布设在断塞塘、拉分盆地、小型湖盆、闸门脊汇水一侧及比较平缓的冲洪积扇或大型冲洪积扇末端等地貌位置。这些地貌位置的共同特征是位于连续的、较高沉积速率的沉积环境,且通常富集14C测年物质。在探槽选址的过程中,不仅要对现今沉积环境,也要对其古地理环境进行评价。然而以发掘古地震同震位移为目的的探槽选址则不同,成功的研究点往往较频繁发生侵蚀和下切事件,其中冲沟是最常见的地貌标志。探槽布设以垂直和平行探槽为主,采取逐次掘进或相间平行排列的方式开挖。由于理想探槽位置的稀缺性,所以在这些优质的探槽点一定要开展长期详细地深入研究,最大限度获得古地震事件的长序列,同时也要注意新技术和新方法的应用。     

内蒙古中部红格尔图地区花岗岩的成因及构造背景——LA-ICP-MS锆石U-Pb年龄、地球化学的制约

内蒙古察右后旗红格尔图花岗岩岩体位于索伦缝合带以南,主要为正长花岗岩和二长花岗岩,富硅(70.44%~78.80%),富碱(7.46%~10.74%),贫镁、铁、钛等,A/CNK值在0.95~1.41之间,碱铝指数AKI值在0.68~0.97之间,碱度率AR值在3.30~6.68之间,为弱过铝质-过铝质类碱性系列花岗岩;稀土元素总量变化范围大,轻稀土元素富集,重稀土元素亏损,Eu呈负异常(δEu=0.03~0.89);富集高场强元素Th、U、Hf、Ta、Y等,亏损大离子亲石元素Sr、Ba、Eu等;高场强元素和值((Zr+Nb+Ce+Y)350×10~(-6))明显偏低,该岩体属于高分异I型花岗岩,形成于后造山(后碰撞)伸展构造环境。LA-ICP-MS锆石同位素测年,获得锆石~(206)Pb/~(238)U年龄加权平均值分别为267.2±1.4Ma、269.2±1.6Ma和272.1±1.2Ma,表明该岩体形成于中二叠世,因此研究区内两大板块碰撞缝合的时间应该至少早于该岩体的形成时代,即应该至少早于267.2~272.1Ma。     

Numerical Analysis of Gravity Coring Using Coupled Eulerian-Lagrangian Method and a New Corer

The shortcomings of gravity corers in sampling marine sediments have been observed extensively in various field tests. In order to optimize the coring, this article provides an alternative numerical way to model the gravity coring and analyze the sampling effect. Based on this analysis, a new hydraulic hammer corer is devised. A coupled Eulerian-Lagrangian method with capability of simulating the problem involving extreme deformation, penetration is used to simulate the coring process. The results show that the hydrostatic pressure and deviator stress increase and reach their peak when the pile tip is slightly above or at the level of the observation point and then drop rapidly when the pile tip slides below the observation point. In addition, the stress path indicates that the soil element sustains plastic compression before yielding and then expands until recovering to the original state. The obvious “under-sampling” phenomenon is also well-captured by the finite element model.     

An Analytical Solution for Dynamic Response of the Plate with Different Impedances Subjected to Underwater Explosion

In this paper, the transmitted part of the incident wave is considered to revise Taylor’s solution, which is used to extend its application for analytical models to predict the response of the plate with different material properties. The influence of the material properties and the boundary condition of the plate on fluid and structural dynamics is systematically investigated. The analytical results are compared with those of detailed dynamic FE simulations and the two are in good agreement. The results indicate that the analytical method is valid and suitable for the plates with different material properties subjected to underwater explosion. It is found that Taylor’s results of the plate with small impedance are invalid, which indicates a potential application field for the analytical method.