A study on water film in saturated sand   总被引：1，自引：0，他引：1  

LU X.B.  CUI P. 《国际泥沙研究》2010,25(3):221-232

Water film can serve as a sliding surface and cause landslides on gentle slopes. The development of "water film" in saturated sand is analyzed numerically and theoretically based on a quasi-three-phase model. It is shown that stable water films initiate and grow if the choking state (where the fluid velocity decreases to near zero) remains steady in a liquefied sand column. Discontinuity can occur in pore water velocity, grain velocity and pore pressure after the initiation of a water film. However, the discontinuity and water film can disappear once the choking state is changed. The key to the formation of water film is the choking in the sand column caused by eroded fine grains.  相似文献   

3D scattering of obliquely incident plane SV waves by an alluvial valley embedded in a fluid-saturated,poroelastic layered half-space     

Zhenning Ba  Jianwen Liang  Xiongyi Mei 《地震科学（英文版）》2013,26(2):107-116

The indirect boundary element method is used to study the 3D dynamic response of an infinitely long alluvial valley embedded in a saturated layered half-space for obliquely incident SV waves. A wave-number transform is first applied along the valley’s axis to reduce a 3D problem to a 2D plane strain problem. The problem is then solved in the section perpendicular to the axis of the valley. Finally, the 3D dynamic responses of the valley are obtained by an inverse wave-number transform. The validity of the method is confirmed by comparison with relevant results. The differences between the responses around the valley embedded in dry and in saturated poroelastic medium are studied, and the effects of drainage conditions, porosity, soil layer stiffness, and soil layer thickness on the dynamic response are discussed in detail resulting in some conclusions.  相似文献   

二维格子气自动机模拟孔隙介质的电传输特性   总被引：14，自引：1，他引：13       下载免费PDF全文

岳文正  陶果  朱克勤 《地球物理学报》2005,48(1):189-195

本文应用2-D格子气自动机模拟饱和油水两相的多孔介质的导电特性。在油水两相界面处,引入反射与透射系数来决定粒子的运动状态,通过调节反射与透射系数就可以改变油水两相的导电性差异。用模拟结果考察Archie公式的地层因素F=R0/Rw和电阻率增大系数I=Rt/R0,其中,R0为百分之百饱和水时的岩石电阻率,Rw为水的电阻率,Rt为不同流体饮和度时的岩石电阻率。结果表明F与孔隙度φ间,I与含水饱和度间都存在幂关系,并可以表示为F=aφ-m,I=bS-nw模拟结果同时证实：公式中的参数a、m的变化反映了孔隙微观结构的变化,参数b、n主要受孔隙度大小和油相分布状态的影响。  相似文献   

Micro- and macro-observations of liquefaction of saturated sand around buried structures in centrifuge shaking table tests     

《Soil Dynamics and Earthquake Engineering》2015

A novel experimental method was designed to study the micro-behavior of saturated sand around a buried structure in centrifuge shaking table tests under strong simulated earthquake loading, in addition to the traditional macro-measurements. One free field test was first carried out as a reference, followed by one test with a deep buried structure and one with a shallowly buried structure. During the tests with the buried structure, high quality pictures of moving sand around the structure were recorded by a newly developed image acquisition system. By analyzing the interesting pictures at reasonable intervals using an image analysis software, the evolutions of microstructural features were obtained such as the orientations of the long axes of particles, the orientations of contact normals between particles and the average contact number of the interesting group of particles. The results showed that the evolutions of the micro-features were consistent with those of the macro-measurements such as excess pore pressures and accelerations, which help illuminate the mechanism of sand liquefaction.  相似文献   

饱和土沉积谷场地对平面SV波的散射问题的解析解   总被引：14，自引：8，他引：6       下载免费PDF全文

李伟华  赵成刚 《地球物理学报》2004,47(5):911-919

把波函数展开方法用于饱和多孔介质中波的传播的研究中,给出了不同土层界面条件（透水条件和不透水条件）下具有饱和土沉积层的圆弧形沉积河谷场地对平面SV波散射问题的解析解. 其中沉积谷软土场地用饱和多孔介质的Biot动力学理论模拟,半空间场地用单相介质弹性动力理论模拟. 对于入射角大于临界入射角时,产生的面波的波函数用有限Fourier级数展开,这种方法适用于较大的入射波频率范围,这是现存的数值方法所不能比拟的一大优点. 文中算例分析了入射波频率和入射角对地震地面运动的影响.  相似文献   

利用强夯模拟试验研究饱和砂土强夯动本构关系   总被引：2，自引：1，他引：2  

韩文喜  张倬元  李强 《工程地质学报》2001,9(4):362-367

饱和土是孔隙中充满水的松散介质, 在强夯冲击荷载作用下的变形是非线性变形, 因此, 饱和土强夯动本构关系有其特殊性。本文利用具有 90年代先进水平高精度、高灵敏度的MTS810土动三轴仪对强夯加固饱和土地基进行了全面、系统的模拟试验, 试验按模型比设计, 试验条件与实际土体工况符合, 通过多组不同条件的组合试验, 获得了大量强夯数据, 在此基础上结合强夯现场试验对强夯过程中各种变量的变化过程及其相互关系进行了分析研究, 推导出强夯冲击荷载作下饱和土的动本构关系, 对强夯作用下土体动本构关系问题作出了有益的探索。  相似文献   

Carbone organique total (COT) et magnésium (Mg2+) : deux traceurs complémentaires du temps de séjour dans l'aquifère karstique     

Christelle Batiot  Christophe Emblanch  Bernard Blavoux 《Comptes Rendus Geoscience》2003,335(2):205-214

The Total Organic Carbon (TOC) is an interesting tracer of fast infiltration within karstic systems [3,7]. Regular sampling on several aquifers, from the experimental site of Vaucluse, made it possible to demonstrate the high sensitivity of this tracer compared with other commonly used chemical and isotopic tracers in karstic hydrogeology. The complementarity of magnesium, indicator of the residence time of water within the system, and TOC appears as a relevant tool in order to characterize the behaviour of the aquifer, to differentiate the water types which participate to the karstic flow (fast infiltration, unsaturated zone, saturated zone) and then, to evaluate their vulnerability.  相似文献   

水饱和土层中骨架波速的获取与分析   总被引：2，自引：1，他引：2       下载免费PDF全文

刘旭  王建荣  张森安 《地震工程学报》1995,17(3):75-79

本文较详细地研究了水饱和状态下土体的波速性质，提出了由饱水土体波速值计算土体骨架波速值的方法。用本文的方法可以解决在工程地质工作中波速测试方面存在的一些问题。  相似文献   

Condition for liquefaction instability in fluid-saturated granular soils     

Ronaldo I. Borja 《Acta Geotechnica》2006,1(4):211-224

High-porosity granular materials such as loose sands can implode when subjected to compressive stresses. The mechanism of deformation is diffuse in that the jump in the strain rate tensor has three independent eigenvalues (full rank), in contrast to the jump in the strain rate tensor for a deformation band-type instability that has one eigenvalue (rank one). Recently, the mechanism of volume implosion has been studied in the context of material instability. In this paper we move one step further and consider the effect of a volume constraint associated with the presence of fluids in the pores of granular materials that have a tendency to implode. The upshot of this constraint is that at the onset of liquefaction the solid matrix deforms in a nearly isochoric fashion at the same time that the pore fluid pressure increases. The corresponding eigenmode (e-mode) is represented by jumps in the strain rate tensor and rate of pore fluid pressure. The framework presented in this work is used to analyze the onset of liquefaction instability in very loose Hostun RF sand tested in undrained triaxial compression and extension.  相似文献   

Dynamic torsional response of an end bearing pile in saturated poroelastic medium   总被引：1，自引：0，他引：1  

Kuihua Wang  Zhiqing Zhang  Chin Jian Leo  Kanghe Xie 《Computers and Geotechnics》2008,35(3):450-458

A comprehensive analytical solution is developed in this paper to investigate the torsional vibration of an end bearing pile embedded in a homogeneous poroelastic medium and subjected to a time-harmonic torsional loading. The poroelastic medium is modeled using Biot’s two-phased linear theory and the pile using one-dimensional elastic theory. By using the separation of variables technique, the torsional response of the soil layer is solved first. Then based on perfect contact between the pile and soil, the dynamic response of the pile is obtained in a closed form. Numerical results for torsional impedance of the soil layer are presented first to portray the influence of wave modes, slenderness ratio, pile–soil modulus ratio and poroelastic properties. A comparison with the plane strain theory is performed. The selected numerical results are obtained to analyze the influence of the major parameters on the torsional impedance at the level of the pile head. Finally, the dynamic torsional impedance of this study is compared with that for floating pile in elastic soil.  相似文献