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1.
夯击参数比选是决定强夯地基处理经济性与加固效果的关键环节,当前主要依靠试夯结果确定停夯标准及参数调整。对此,建立了非辐射平面发射型一维强夯应力波传播模型,推导了单次夯击作用下波阵面应力沿土体深度的分布,揭示了地基压密变形、剪切波横向扩散和土体阻尼特性3种独立因素耗能作用的机制,基于应力衰减规律探讨了加固深度分层标准、应力波传播与能量耗散过程。结果表明:当静接地压力由40.8 kPa增至122.3 kPa时,地基加固深度显著增加,同等静接地压力下提高落距和增大夯锤半径对地基加固效果提升有限;采用偏重锤低落特征的夯击参数组合对应力波向土体深层传播更为有利;随着土体深度增加,应力波时程依次呈现冲击加固、振动密实与弹性振动特征,冲击加固区深度可参照5%体应变等值线包络地基范围估计;依据任意拉格朗日-欧拉法仿真结果对单次强夯理论解进行修正,得出了连续夯击地基加固深度计算流程;通过对比现场检测结果可优化夯击参数,提高施工效率及经济性。 相似文献
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跨海桥梁地震反应中,作用于桥墩上的动水压力具有明显的流固耦合特征。依据张量理论,推导时变区域散度变换关系及微分形式的几何守恒律;基于任意拉格朗日一欧拉描述,从采用欧拉描述的流体运动Navier—Stokes方程出发,推导时变区域的流体运动控制方程;给出流固耦合问题中的结构计算模型、耦合面接触条件、耦合场计算方法以及流场网格运动控制方法。以某跨海大桥为例说明桥墩地震反应方法,重点突出地震动输入、流场初始条件模拟等问题。计算结果表明:流固耦合理论能够模拟桥梁墩台地震反应中的流场和结构特性;流场初始条件的正确模拟可保证计算稳定性,并减少运算量;横向地震动激励下,桥墩基底剪力较大,纵向地震动激励下,结构运动剧烈;流固耦合系统中的线弹性结构在地震反应中具有明显的非线性特征。 相似文献
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The mixing characteristics of particles such as dredged sediment of variable size discharged into cross flow are studied by a 3D numerical model, which is developed to model the particle-fluid two-phase flow. The Eulerian method with the modified k-ε parameterization of turbulence for the fluid phase is used to solve fluid phase, while a Lagrangian method for the solid phase (particles), both the processes are coupled through the momentum sources. In the model the wake turbulence induced by particles has been included as additional source term in the k-ε model; and the variable drift velocities of the particles are treated efficiently by the Lagrangian method in which the particles are tracked explicitly and the diffusion process is approximated by a random walk model. The hydrodynamic behavior of dumping a cloud of particles is governed by the total buoyancy of the cloud, the drag force on each particle and the velocity of cross-flow. The computed results show a roughly linear relationship between the displacement of the frontal position and the longitudinal width of the particle cloud. The particle size in the cloud and the velocity of cross flow dominate the flow behavior. The computed results are compared with the results of laboratory experiments and satisfactory agreement is obtained. 相似文献
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章礼明 《中国地球化学学报》1993,12(1):92-96
By using the Lagrange‘s intermediate value theorem,it is derived mathematically that the structur-al distortion of a coordination polyhedron may lead to an increase in bond-valence sum of the cen-tral atom of ion .The applicabilities of the bond-valence model are discussed in the following two cases:the modeling of crystal structure ,and the indication of distortion degree of a coordination polyhedron.Also it is shown that a distorted polyhedron should be in favor of a longer average bond length or a smaller coordination number. 相似文献
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Jie GU Chiwai LI Hong YANG Yong ZHAN 《国际泥沙研究》2007,22(2):150-159
The mixing characteristics of dredged sediments of variable size discharged into cross-flow are studied by an Eulerian-Lagrangian method. A three-dimensional (3D) numerical model has been developed by using the modified k-ε parameterization for the turbulence in fluid phase/water and a Lagrangian method for the solid phase/sediments. In the model the wake turbulence induced by sediments has been included as additional source and sink terms in the k-ε model; and the trajectories of the sediments are tracked by the Lagrangian method in which the sediment drift velocities in cross-flow are computed by a multiphase particle-in-cell (MP-PIC) method and the diffusion process is approximated by a random walk model. The hydrodynamic behavior of dumped sediment cloud is governed by the total buoyancy on the cloud, the drag force on each particle and velocity of cross-flow. The cross-flow destroys more or less the double vortices occurred in stagnant ambience and dominates the longitudinal movement of sediment cloud. The computed results suggest satisfactory agreement by comparison with the experimental results of laboratory. 相似文献
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基于FLAC3D岩石黏弹塑性流变模型的二次开发研究 总被引:13,自引:1,他引:13
由于岩土介质的复杂多样性,通用分析软件所提供的岩石流变本构模型往往不能满足工程实际数值分析的需要。依据FLAC^3D(Vcrsion2.1)所提供的二次开发程序接口,结合西原黏弹塑性流变模型分析了二次开发程序运行的基本原理,给出了西原流变模型具体实施的程序框图和代码编写中应该注意的几个关键技术。通过一个简单的算例验证了程序编制的正确性与可靠性。由于采用了面向对象的程序技术,FLAC^3D二次开发接口更加简单实用,提供的研究思路可为其他流变本构模型的二次开发提供参考。 相似文献
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