Numerical Analysis on Stability of Rock in Sijiaotian Tunnel

The Sijiaotian Tunnel in Yunnan Dabao Highway lies in the narrow defile landscape,and the engineering geology condition is complex,with plenty of cienega.According to the actual situation of the Sijiaotian Tunnel Project in Yunnan Dabao Highway,the stability of the surrounding rock mass is studied by using a 3-D non-linear FEM.The Drucker-Prager criterion is chosen as the failure criterion of the rock.The relatively dangerous zone and the monitoring points in the tunnel are determined.The numerical results show that the Sijiaotian Tunnel is relatively stable.The conclusion has some significance for guiding the construction of similar projects.     

Analysis of Numerical Simulation of Seepage Failure and Seepage Feature of Seawall

In order to analyze seepage feature and seepage failure mechanisms of seawall under flood infiltration, a numerical model for saturated-unsaturated and unsteady seepage flow analysis considering soil permeability variation with seepage failure process was established. And the corresponding finite element computation program was made. Numerical simulation of flood seepage for typical section of real seawall was carried out by use of the program. The computed results were compared with the measured results of field test, which shows good agreement. Based on the numerical simulation results, it can be seen that flood seepage of seawall is a saturated-unsaturated and unsteady seepage flow process and seepage failure of seawall is caused by long time flood infiltration under large seepage gradient. Therefore, upon the flood infiltration, seepage failure of the seawall is a very complicated process, which involves soil permeability variation with seepage failure process and saturated-unsaturated/unsteady seepage flow. It is questionable to use the steady seepage analysis method to simulate seepage failure process of seawall.     

Numerical Analysis of Flow and Acoustic Field Inside the Automobile Exhaust Muffler

The acoustic field,flow field and temperature field inside a muffler are studied by the numerical analyze method.And an improved design is made aiming at the existent problem.The comparison of the computationally predicted and the experimentally measured transmission loss shows a good agreement.It is indicated that the numerical analysis method can simulate the exhaust muffler's characteristic accurately.So it is an effective method to predict exhaust muffler's performance and have an improved design.     

A Three Dimensional Torso Model for the Numerical Simulation of ECG--Forward Problem of ECG(1)

In this paper,a numerical model of a three dimensional human torso has been presented.In this model,the torso part including anisotropic muscle layers has been discretized by means of the finite element method(FEM).The rest of torso have been divided into the surface elements by the boundary element method(BEM).This discretized model can be used in the field such as the forward problem and the inverse problem of the electrocardiogram(ECG).     

Three Dimensional Numerical Investigation of the Influence of Basement Excavation on Underlying Tunnels

Rapid urban development in cities often requires construction activities close to existing tunnels, including basement excavation directly above the tunnels. Based on three dimensional finite element method, the influence of basement excavation on the underlying tunnels was studied. In the numerical model, A tunnel was located under a rectangular excavation with its axes parallel to the long side of the rectangle. The results of numerical analyses indicate that for the tunnel located underneath the centerline of the excavation, overlying excavation will cause the shortening of horizontal diameter and the lengthening of vertical diameter of the tunnel lining. For the tunnel located close to the diaphragm wall, maximum diameter changes often take place in a sub-vertical direction due to the rotation of the tunnel lining during excavation. The spatial effect of the excavation also has an obvious influence on the displacement and distortion of the tunnel cross section.     

Force Analysis on Meshing Surface and Stress Research of the Cone Roller Enveloping Worm Gearing Transmission

By using the finite element elastic contact analysis method combined with the I-DEAS engineering analysis software, this paper studies the strength of the cone roller enveloping worm gearing,which is a new type of worm gearing transmission,on SUN-4 working station. It also analyzes loading distribution among meshing gears, the contact force distribution along the contact line ,the bending stress distribution and the contact stress distribution of the cone roller enveloping worm gearing with three-tooth meshing instantaneously. Besides,it provides the theoretic basis in the further researches for the new type of worm gearing transmission.     

Numerical Simulation of Temperature Field during the Dissolution-Diffusion Bonding Process to Mending Iron Casting Defects

The common finite element method microcomputer software for simulation of the temperature field is developed by authors. It is used for calculating the temperature field duringthe mending process of iron casting defects by means of the dissolution-diffusion bonding technology. The correctness has been proved by testing results. This software has been used to analyse thecaused of hardness rising in heat effecting zone,and also find out the approach for solving the problem.     

植物耐盐相关基因及其耐盐机制研究进展

植物的耐盐性是一个复杂的数量性状,涉及诸多基因和多种耐盐机制的协调作用。本文综述了近年来国内外在植物耐盐分子方面的研究成果与最新进展。Na /H 反向转运蛋白、K 转运体HAK和K 转运的调控基因AtHAL3a、高亲和性K 转运体HKT等通过调控植物体内离子跨膜转运,重建体内离子平衡来抵御盐渍伤害;Δ'-二氢吡咯-5-羧酸合成酶(P5CS)和Δ'-二氢吡咯-5-羧酸还原酶(P5CR)基因、胆碱单加氧酶(CMO)和甜菜碱醛脱氢酶(BADH)基因、1-磷酸甘露醇脱氢酶(mtlD)和6-磷酸山梨醇脱氢酶(gutD)基因以及海藻糖合成酶基因等通过合成渗透保护物质维持细胞的渗透势、清除体内活性氧和稳定蛋白质的高级结构来保护植物免受盐渍胁迫伤害;植物细胞中的超氧化物歧化酶(SOD)、过氧化氢酶、抗坏血酸-谷光苷肽循环中的酶等在清除细胞内过多的活性氧方面起重要作用;水通道蛋白基因与晚期胚胎发生丰富蛋白(LEA蛋白)基因参与多种胁迫的应答,它们与保持细胞水分平衡相关;另外,与离子或渗透胁迫信号转导相关受体蛋白、顺式作用元件、转录因子、蛋白激酶及其它调控序列可以启动或关闭某些胁迫相关基因,使这些基因在不同的时间、空间协调表达,以维持植物正常的生长和发育。本文还在小结中从整体水平上阐述了植物感受盐渍胁迫和其应答的基本分子机理。为植物耐盐机理的进一步研究及培育耐盐植物奠定了理论基础。     

Analysis of Low frequency Noise of Bridge Considering the Vibration of Bridge Deck

Under the dynamic load of vehicle, the bridge will vibrate and radiate low frequency noise which is harmful to human health. A method for predicting the low frequency noise is proposed based on the analysis of vibration of bridge deck. The prediction includes the analysis of vehicle bridge coupling vibration considering the bridge deck and the analysis of sound radiation and propagation in the air. By taking a bridge with low frequency noise as example, the vibration and sound radiation of the bridge are analyzed respectively by the current method and the previous method based on the grillage model. The results show that the prediction based on the vibration of bridge deck is more accurate. Furthermore, the measures to reduce the noise of bridge are explored, and the results indicate that a smoother road surface leads to lower noise. But when the condition of road surface is up to the extremely good standard defined by ISO, the effect of reducing the roughness of surface is not significant. Also, strengthening the crossbeam in the bridgehead is a simple and effective way to reduce the low frequency noise of bridge.     

Study on the Reduction of Thermocapillary Convection of the Single-crystal Growth of Silicon under Microgravity

Float-zone method for growth of semi-conductor silicon is considering very promising under microgravity,but the effect of thermocapillary convection induced by surface tension gradient on the crystal quality is quite highlight.In the present work,a nwe method referred to as surface-cut method is suggested to reduce the melt flow.A mathmatical model to describe the thermocapillary convection in a half float-zone with surface-cut is proposed and numerical simulation for the temperature and the flow field under different surface-cut way is conducted using the finite element method.The results show that the effective reduction can be achieved and the flow will be weaked by 70% by proper increase of the surface-cut time.     

0601台风“珍珠”暴雨的数值模拟及诊断分析

为了研究台风暴雨过程对局地的影响,利用WRF模式,对0601号强台风“珍珠”引发广东潮州的暴雨过程进行数值模拟,并对模拟的结果进行Q矢量诊断和分析。模拟结果表明,强台风“珍珠”活动期间,低层辐合对潮州的暴雨降水有非常重要的作用,同时配合低层充沛的水汽输送触发了强降水的产生。对WRF模式的输出结果,利用Q矢量进行诊断,发现沿着降水区域移动方向,始终有Q矢量辐合区配合。同时,Q矢量散度的大值区对应降水大值的分布。Q矢量散度在垂直方向的分布,可以用来判断锋生与锋消,对台风的衰减与消亡有一定的预报意义。     

FEM analysis on the earth pressure behind the panel of post-panel retaining wall

the distribution of earth pressure behind the panel of post-panel retaining wall is analyzed with 3-D FEM. Eight-crunode isoparametric element is adopted, concrete is regarded as linear elastic object, soil is regarded as elastic-plastic object, an interface model is introduced to simulate the interaction between concrete and soil.It is demonstrated that the earth pressure behind the panel of post-panel retaining wall is greatly different from the classical earth pressure theory, its distribution is close to a parabola. Based on FEM analysis, a modified formula is induced to calculate the earth pressure behind the panel of post-panel retaining wall, the engineering design by this modified formula will be more economical and reasonable.     

Factors of Bearing Capacity for Rock Foundation Based on the Nonlinear Failure Criterion

Bearing capacity of foundation is conventionally calculated based on the linear Mohr–Coulomb failure criterion. However, a amount of experimental data shows that the strength envelops of almost all types of rocks are nonlinear over the wide range of normal stresses. The strength envelope of rock masses is considered to follow a modified Hoek Brown nonlinear failure criterion. Therefore, according to the upper bound approach, based on Hoek Brown nonlinear failure criterion and a multi tangential technique method, the relevant programs were developed by means of the software Matlab and the sequential quadratic programming optimization theory. And the calculation and the analysis of affecting factors bearing capacity for rock foundation were employed. It is found that the major factors affecting bearing capacity of rock foundation are GSI and mi, but the weight of foundation ,overload and the disturbance coefficient of excavation D have a considerable influence on bearing capacity of rock foundation when the value of GSI is small . Compared with the generalized tangential and the finite element or finite difference numerical techniques, the single tangential technique method would bring relatively great risk, because the calculation results are larger than those of the actual bearing capacity of foundation.     

Analysis on Deformation Characteristics of CFG Piles-Gravel Cushion Composite Foundation of the Deep Embedded Secret Passage

In order to investigate the issue in the field of the application of CFG pile application of CFG pile composite foundation technology in deep embedded secret passage of such special structure ground treatment, the settlement deformation of CFG pile composite foundation according to deep are studied and detailed analysis are given in the field test and indoor model test of the gravel cushion with different thickness. Moreover it points out that the cushion compressive deformation must be taken into account, and that the settlement deformation calculation cannot simply consider the amendments of composite foundation. The amendments of cushion deformation must be considered. The effect of the different thickness of cushion on pile-soil stress ratio, total settlement of composite foundation, cushion compression and axial stress of pile body were analysed by using ABAQUS finite element method. Through the analysis of the field test, indoor model test and the numerical simulation of CFG piles-gravel cushion composite foundation of the deep embedded secret passage, a settlement deformation monitoring method has been described and the selection principle of the cushion has determined so as to provide the cushion design basis in the process of composite foundation design.