小坡

The groove type for the joint of inlet/outlet pipe and main pipe of nuclear reactor pressure vessel is J type, which intersect the spherical surface. And the space between inputlet and outlet is small, welding distortion is small required, so welding become more difficult.

核反应堆压力容器进出口接管与主管道相连接部位的坡口形式为J形，且与球面相交，进出口接管间距小，要求焊后变形小，焊接难度较大。

There were trees, weeds, grapevines all around, the air got fresh increasingly, and it was so peaceful that you could even hear your breath. We looked backwards when we arrived at the mountainside of Heiligenberg Mountain, the whole city of Heidelberg was quietly lying in the Neckar River which was silently flowing away, the spire of cathedral was standing out from the Baroque buildings of old city, Schloss Castle was majestically standing in a corner of the small city. Red broken bricked wall, intrigue against each other in the castle and romance were submerged as time went by......

再往上走，坡势平缓了，房屋也消失了，只有红色的干石还在，四处是绿树、野草和葡萄藤都，空气愈加清新，四周一切安静，可以听得到自己的呼吸声，我们已到了Heiligenberg山的山腰了，转头看过去，整个海德堡小城正静静躺在内卡河谷里，内卡河水正浑浊而悄然的流过，教堂尖顶从巴洛克风格的老城建筑群里凌厉的挺出，Schloss古城堡巍然而力的耸立在小城一角，残破的红色砖墙，城堡内的勾心斗角、风流韵事，都已岁历史淹没

The data from stress box indicate that the observed values usually are smaller than the theoretical ones, and the relationship between the vertical or lateral stress and the fill soil thickness can be described in a power function curve: a- a hb. The fact that the soil stress is bigger in the portion adjacent to the central part of gully and becomes smaller in the portion close to the side illustrates that the gully has an apparent unburdening effect. From the monitoring results of the settlement deformation during and after constructingperiod, the study conducts statistical system analysis and evaluation on the change of settlement with time.

根据压力盒测试结果表明，测量值往往比实际的理论计算值小，填土的竖向和侧向土压力与填土厚度可以用幂次型曲线表示：σ=ah~b愈向沟谷中心部位，土压力值愈小，愈向沟谷边缘，土压力数值越大，说明沟谷边坡具有明显的卸荷作用；根据施工期和工后期的沉降变形监测数据，对路堤内各测点的竖向沉降随时间的变化规律进行了数理统计系统分析和总结，工后期路面沉降和时间关系可用对数曲线表示：S=aln+b，并根据此沉降规律对高填方加筋土路堤的工后沉降进行了预测。

The data from stress box indicate that the observed values usually are smaller than the theoretical ones, and the relationship between the vertical or lateral stress and the fill soil thickness can be described in a power function curve: cr= ahb. The fact that the soil stress is bigger in the portion adjacent to the central part of gully and becomes smaller in the portion close to the side illustrates that the gully has an apparent unburdening effect. From the monitoring results of the settlement deformation during and after constructingperiod, the study conducts statistical system analysis and evaluation on the change of settlement with time.

根据压力盒测试结果表明，测量值往往比实际的理论计算值小，填土的竖向和侧向土压力与填土厚度可以用幂次型曲线表示：σ=αh~b，愈向沟谷中心部位，土压力值愈小，愈向沟谷边缘，土压力数值越大，说明沟谷边坡具有明显的卸荷作用；根据施工期和工后期的沉降变形监测数据，对路堤内各测点的竖向沉降随时间的变化规律进行了数理统计系统分析和总结，工后期路面沉降和时间关系可用对数曲线表示：S=aln+b，并根据此沉降规律对高填方加筋土路堤的工后沉降进行了预测。

In the vegetation of coverage forest and bush, temperature is lower and there is local low temperature center in middle slope. Temperature is relative higher in slope top and slope foot, and the change of temperature grads is little.

在森林和灌丛植被中，坡面中偏上部温度较低，往往出现局部的低温中心；坡顶和底部温度相对较高，且温度的梯度变化小。

After the result of cohesion-friction model is compared with Coulomb Criterion, it is found that when the results of shearing strength are many and adjacent the strength parameters can not be regressed by least square method, instead the results should be divided into some beelines at that time according to the cohesion-friction model.(4) Discuss the characters of hard structural plane and weak structural plane: The adhesive friction theory is applied to research the changing course of shear area of hard structural plane and its influence on shear stress.

3介绍了岩石强度理论中的粘接摩擦模型，运用此模型分析依附型滑动面的演化过程，并将其推广到边坡岩土体抗剪强度的选取，讨论了不同法向应力下峰值强度和残余强度随法向应力的变化规律，在此基础上给出抗剪强度的选取模式，讨论了对实际取值结果的影响，并与传统的Coulomb准则进行了比较分析，指出直剪试验的法向应力在小应力区的点较多且抗剪强度结果差异不大时，不宜直接运用最小二乘法回归抗剪强度参数，此时应结合粘接摩擦模型对结果进行线性分段。

Introduce the cohesion-friction model of rock strength theory, and extend the model to select the strength of sliding plane, discuss the variation rules of peak strength and residual strength under different normal stress, and then present the selection model of shearing strength. After the result of cohesion-friction model is compared with Coulomb Criterion, it is found that when the results of shearing strength are many and adjacent the strength parameters can not be regressed by least square method, instead the results should be divided into some beelines at that time according to the cohesion-friction model.(4) Discuss the characters of hard structural plane and weak structural plane: The adhesive friction theory is applied to research the changing course of shear area of hard structural plane and its influence on shear stress.

3介绍了岩石强度理论中的粘接摩擦模型，运用此模型分析依附型滑动面的演化过程，并将其推广到边坡岩土体抗剪强度的选取，讨论了不同法向应力下峰值强度和残余强度随法向应力的变化规律，在此基础上给出抗剪强度的选取模式，讨论了对实际取值结果的影响，并与传统的Coulomb准则进行了比较分析，指出直剪试验的法向应力在小应力区的点较多且抗剪强度结果差异不大时，不宜直接运用最小二乘法回归抗剪强度参数，此时应结合粘接摩擦模型对结果进行线性分段。

Section method is to split the pit slope surface into several trapezoids so as to calculate their surface area;through a digital survey of the pit slope surface,a numerical elevation model is set up,on the surface the triangular mesh is built,and all the triangular meshes are piled up to get the surface area.

小三角锁法是通过对宕口坡表面数字化测量，根据测量数据建立数字高程模型，并在表面建立小三角锁，对所有小三角的面积累加得到面积的一种方法。小三角锁法大大提高了计算的准确度和效率。

Past winners of the spotty jersey include Fausto Coppi, Federico Bahamontes, Charly Gaul, Eddy Merckx, Lucien Van Impe, Bernard Hinault, Luis Herrera, Claudio Chiappucci, Laurent Jalabert, and Richard Virenque. The latter has claimed the jersey a record seven times, but has now retired and the competition is wide open this year.

今年的圆点衫争夺少了环法7届圆点衫得主法国人Richard Virenque，让本届圆点衫得主预测有了不小的难度，因为往往最好的爬坡手都着眼于黄衫的争夺，真正向Virenque这样以圆点衫为第一目标的爬坡好手并不是太多。

From the result of analysis, it shows the relations between F.S and time. It will destroy when F.S is under 1.0, and we can estimate when will destroy after slope rainfall infiltration. Then, we can establish the warning system of slope safety.

其次於分析结果中，可显示安全系数值变化与时间之关系，当以安全系数值小於1.0为设定之破坏情况时，即可推估边坡在经降雨入渗后之可能破坏时间，依此可建立边坡安全之预警制度。

Lugalbanda was a god and shepherd king of Uruk where he was worshipped for over a thousand years.

Lugalbanda 是神和被崇拜了一千年多 Uruk古埃及喜克索王朝国王。

I am coming just now,' and went on perfuming himself with Hunut, then he came and sat.

我来只是现在，'歼灭战perfuming自己与胡努特，那麼，他来到和SAT 。