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soil sliding
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  “soil sliding”译为未确定词的双语例句
     Investigation of an Expansive Soil Sliding Slope and Some Discussion in the Design of Reinforcement
     某膨胀土路堑滑坡加固设计的探讨
短句来源
     Creep sliding & collapse sliding are concluded in freezing soil sliding, It is precondition that soils are saturated by water and thick ice takes as sliding face for gelifluction and thaw slumping.
     ② 在青藏高原多年冻土区斜坡地带活动层土体沿确定的滑动面(冻融界面、厚层地下冰面)在融化季节滑动形成融冻泥流和热融滑塌两类典型的滑坡灾害。
短句来源
     Based on Berezantzer's question for the ultimate bearing capacity of circular foundation and quoting from the theory answer for the ultimate resistance to the soil sliding around a pile,the theory formula of the ultimate bearing capacity increment of the soil under a strip cap with sparse piles due to the resist and strengthenning action of piles is deduced in this paper.
     在圆形基础地基极限承载力的别列赞策夫(ЪерезанцевВ.Г.)课题的基础上,引用滑动土体绕过桩时所遇到的极限阻滑力的理论解答,导出了复合桩基圆形承台下地基土极限承载力由于桩的遮拦加强作用而提高的理论公式,并给出相应的计算图表。
短句来源
     Based on the ultimate bearing capacity of soils under strip and circular foundations and the theoretical solution for the ultimate resistance to the soil sliding around a pile, the theoretical formula of the ultimate bearing capacity increment of soils strengthened by piles under the strip and circular caps of compsite pile foundations are deduced, and the relevant calculating charts are also given.
     基于条形和圆形基础下土的极限承载力研究,结合滑动土体绕桩时极限阻滑力的理论解答,导出了复合桩基承台下土的极限承载力由于桩的遮帘作用而获得提高值的理论解,并给出相应的计算图表。
短句来源
     The reliability analysis of slope sliding stability is based on the probability of having the soil resistance greater than the soil sliding force.
     边坡整体滑动稳定性的可靠性分析是建立在土体具有的抗力大于荷载效应的概率基础上进行设计和校验的。
短句来源
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  相似匹配句对
     Study on the Sliding Soil of the Loess Landslides
     黄土滑坡滑带土的研究
短句来源
     3. The soil of sliding belt is categorized.
     3.针对黄土滑坡进行了滑带土类型划分;
短句来源
     ON SLIDING STRUCTURES
     略论滑动构造
短句来源
     M,soil nutrition.
     二等{NP,NPZnK,M};
短句来源
     ⑥soil.
     ⑥土壤因素。
短句来源
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  soil sliding
Note the pronounced heave in the centre due to the pressure caused by the soil sliding.
      


A Nine-layer Theoretical Model has been put forward to describe the adherence state between so(?) and metal when air curtain is formed to r(?)ce resistance and a mathematical model of metal-soil slide resistance has been established.The rules of the effect of pressure contact- ing ground,soil moisture and air parameters on resistance reduction by air curtain have also been studied.

本文提出了向金属—土壤界面充气形成气幕时土壤对金属粘附的九层结构模型,建立了充气时金属—土壤滑行阻力的数学模型,并探讨了接地比压、土壤含水量、气体参数对气幕减阻效果的影响规律。

Ground Penetrating Radar(GPR) use the feature of reflection record of pulse electromagnetic wave to detect the distribution of underground medium. The geological-geophysical configuration of landslides is geophysical prerequisite for the landslide research. The survey results of the landslides of weathered reside mass in Jianshanya, Xiangfan, and brocken rock body in Badong of Hubei province, and soft soil slide in Guangling Road, Shanghai showed the GPR evidences for the research of the structure of sliding...

Ground Penetrating Radar(GPR) use the feature of reflection record of pulse electromagnetic wave to detect the distribution of underground medium. The geological-geophysical configuration of landslides is geophysical prerequisite for the landslide research. The survey results of the landslides of weathered reside mass in Jianshanya, Xiangfan, and brocken rock body in Badong of Hubei province, and soft soil slide in Guangling Road, Shanghai showed the GPR evidences for the research of the structure of sliding mass, and the signature of slip planes and blocks.

探地雷达利用脉冲电磁反射波的波形特征了解地下介质的分布。滑坡体有其独特的地质─-地球物理特征,这些特征构成了探地雷达研究滑坡的物性前提,我们在湖北襄樊岘山垭风化残积土体滑坡、湖北巴东新城碎石体滑坡与上海广灵四路软土体工程滑坡三种类型滑坡中应用探地雷达进行滑坡调查,实例表明探地雷达在研究滑体结构、滑动面形态与滑体形态方面均有明显的效果。

Based on Berezantzer's question for the ultimate bearing capacity of circular foundation and quoting from the theory answer for the ultimate resistance to the soil sliding around a pile,the theory formula of the ultimate bearing capacity increment of the soil under a strip cap with sparse piles due to the resist and strengthenning action of piles is deduced in this paper.The use of the theory is shown in some example.And some question related to the modification and conditionality of the theory formula...

Based on Berezantzer's question for the ultimate bearing capacity of circular foundation and quoting from the theory answer for the ultimate resistance to the soil sliding around a pile,the theory formula of the ultimate bearing capacity increment of the soil under a strip cap with sparse piles due to the resist and strengthenning action of piles is deduced in this paper.The use of the theory is shown in some example.And some question related to the modification and conditionality of the theory formula is discussed.

在圆形基础地基极限承载力的别列赞策夫(ЪерезанцевВ.Г.)课题的基础上,引用滑动土体绕过桩时所遇到的极限阻滑力的理论解答,导出了复合桩基圆形承台下地基土极限承载力由于桩的遮拦加强作用而提高的理论公式,并给出相应的计算图表。算例表明了理论解的用法,并对有关理论修改和适用条件性等问题作了讨论

 
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