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181.
临汾区块地应力三维数值模拟研究 总被引:1,自引:0,他引:1
在地质构造分析和岩石力学性质测试的基础上,进行了临汾区块的地应力有限元三维数值模拟研究,探讨了地应力在区域和层域上的分布规律及其对区内煤层气成藏的影响。研究表明,应力强度总体上随深度递增,断层对应力强度分布具有明显的影响;断层附近应力强度的最大值分布在断层与断层的交叉点、断层与底部硬质岩层界面附近,应力性质在断层夹块内和支断层一侧发生转变出现拉应力区,断层与地表的交点附近也呈现局部拉应力区;煤层软弱带呈现应力降低。研究区的地应力分布特征有利于煤层气从深部向浅部运移,并在背斜轴部相对富集。 相似文献
182.
This paper discusses a series of stress point algorithms for a breakage model for unsaturated granular soils. Such model is characterized by highly nonlinear coupling terms introduced by breakage‐dependent hydro‐mechanical energy potentials. To integrate accurately and efficiently its constitutive equations, specific algorithms have been formulated using a backward Euler scheme. In particular, because implementation and verification of unsaturated soil models often require the use of mixed controls, the incorporation of various hydro‐mechanical conditions has been tackled. First, it is shown that the degree of saturation can be replaced with suction in the constitutive equations through a partial Legendre transformation of the energy potentials, thus changing the thermomechanical state variables and enabling a straightforward implementation of a different control mode. Then, to accommodate more complex control scenarios without redefining the energy potentials, a hybrid strategy has been used, combining the return mapping scheme with linearized constraints. It is shown that this linearization strategy guarantees similar levels of accuracy compared with a conventional strain–suction‐controlled implicit integration. In addition, it is shown that the use of linearized constraints offers the possibility to use the same framework to integrate a variety of control conditions (e.g., net stress and/or water‐content control). The convergence profiles indicate that both schemes preserve the advantages of implicit integration, that is, asymptotic quadratic convergence and unconditional stability. Finally, the performance of the two implicit schemes has been compared with that of an explicit algorithm with automatic sub‐stepping and error control, showing that for the selected breakage model, implicit integration leads to a significant reduction of the computational cost. Such features support the use of the proposed hybrid scheme also in other modeling contexts, especially when strongly nonlinear models have to be implemented and/or validated by using non‐standard hydro‐mechanical control conditions. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
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This paper presents a single‐domain boundary element method (BEM) for linear elastic fracture mechanics analysis in the two‐dimensional anisotropic material. In this formulation, the displacement integral equation is collocated on the un‐cracked boundary only, and the traction integral equation is collocated on one side of the crack surface only. A special crack‐tip element was introduced to capture exactly the crack‐tip behavior. A computer program with the FORTRAN language has been developed to effectively calculate the stress intensity factors of an anisotropic material. This BEM program has been verified having a good accuracy with the previous researches. Furthermore, by analyzing the different anisotropic degree cracks in a finite plate, we found that the stress intensity factors of crack tips had apparent influence by the geometry forms of cracks and media with different anisotropic degrees. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献
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牙鲆鱼苗长途运输技术的试验研究 总被引:3,自引:0,他引:3
本实验对10个批次,总数为19047尾的不同规格和产地的牙鲆鱼苗长途运输效果进行了研究。结果表明,规格为9-12cm的鱼苗,在水温6-12℃,运输时间为35-50h,采用空运和低温活水车运输,运输死亡率为664尾,死亡率为3.39%,低温活水车短途运输是可行的,尽管长途车运方式成本较低,但由于应激强度较大,对鱼苗的生长性能影响较为严重,驯养10d累计死亡率最高达18.1%,这种模式不可取。低温(6℃)、小规格(9cm)的空运较适合牙鲆鱼苗长途运输。此外,本文还就运输应激反应、预防措施和药物防治进行详细的讨论。 相似文献
187.
In order to accurately design a sand compaction pile (SCP) with low replacement area ratio, it is important to understand the mechanical interaction between the sand pile and clay ground and its mechanism during consolidation process in composite ground. In this article, therefore, a series of numerical analyses on composite ground improved by SCP with low replacement area ratio were carried out. The applicability of numerical analyses, in which an elasto-viscoplastic consolidation finite element method was applied, were confirmed by comparing the results obtained from a series of laboratory model tests with the composite ground improved by SCP. Through the results of the numerical analyses, mechanical behavior of the sand pile and clay in composite ground during consolidation is elucidated, together with a stress sharing mechanism between sand pile and clay. 相似文献
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We have developed an analytical treatment for the wave-induced response of a seabed with inhomogeneous permeability, by employing the boundary layer approximation. By assuming an exponential function for vertically distributed permeability, the inhomogeneous consolidation equation was formulated as Bessel's differential equation. Subsequently, we proposed some representative quantities for examining the effects of inhomogeneity of permeability. The main effects of inhomogeneity are that the boundary layer becomes thinner and the phase delay in the direction of depth becomes larger as the inhomogeneity becomes significant. In addition, it was shown that the boundary layer is properly evaluated by using the averaged permeability. 相似文献