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degree of settlement
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  “degree of settlement”译为未确定词的双语例句
     Based on the degree of settlement in each observation period different observation frequencies and different level survey accuraces are selected.
     根据各观测期的沉降量级选择不同的观测频率,并相应采取4~3等水准精度测量;
短句来源
     This paper proposes the reason why the subway structure generated the obvicus subsidence,probably due to four factors: construction factor,geological factor,loading factor and dewatering factor. Furthermore,the paper expounds the degree of settlement which was affected by each factor under the subway structure,and summaries the main reason of the obvious subsidence.
     本文首先提出了可能导致地铁结构产生沉降变形的因素有四个:施工因素、地质因素、堆载因素以及降水因素,然后详细分析了每个因素对隧道结构下沉的影响程度,找出了隧道结构产生沉降和不均匀沉降的主要原因。
短句来源
  相似匹配句对
     It is very important that the degree of reliability for settlement calculation be improved.
     因此,提高沉降计算的可靠度是十分重要的。
短句来源
     Analysis of degree of reliability of settlement of expansive soi l roadbed
     膨胀土路基沉降的可靠度分析
短句来源
     Landscape fragmentation degree is serious ,especially in rural settlement .
     农村居民点分维数值最低,形状简单。
短句来源
     On the essence of degree
     论学位的本质
短句来源
     The degree of deacetylation (D.D.)
     本工作制备了具有不同胺基含量的系列壳聚糖样品,测定和研究了它们的脱乙酰度(D.D.)
短句来源
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  degree of settlement
In fact the degree of settlement of such an agreement corresponds with the degree of potential success.
      
Although this could be minimised by careful installation, it would still promote a small degree of settlement.
      


There are 700 settlement observation points on the soft soil roadbed of Shanghai Nanjing Expressway(Jiangsu Section),used for observing the settlement of the roadbed during embankment fill period,precompression treatment period,road paving period and operation.Based on the degree of settlement in each observation period different observation frequencies and different level survey accuraces are selected.The settlement stability of embankment should be evaluated with actual settlement rate.When...

There are 700 settlement observation points on the soft soil roadbed of Shanghai Nanjing Expressway(Jiangsu Section),used for observing the settlement of the roadbed during embankment fill period,precompression treatment period,road paving period and operation.Based on the degree of settlement in each observation period different observation frequencies and different level survey accuraces are selected.The settlement stability of embankment should be evaluated with actual settlement rate.When the settlement rate of characteristic layers,including roadbase,subbase course,bast course and surface course,is from 0 5 to 0 3 centimeter per month,the pavement can start.The best time for road paving is determined by dynamic control method so as to make an reasonable arrangement of the construetion and reduce residual settlement.

对沪宁高速公路(江苏段)所有软土路基设置700个沉降观测点,分别在填筑期、预压稳定期、路面施工期、运用期进行观测;根据各观测期的沉降量级选择不同的观测频率,并相应采取4~3等水准精度测量;用已发生并实测到的沉降速率判断路堤沉降的稳定状况;以03~05cm/月沉降速率,在路床顶面、底基面、基底及面层等特征层,分别用动态控制法确定铺筑路面的时间,使全线路基一般路段和桥头路段均满足允许工后沉降量要求,缩短了工期。

Obvious and different settlements happened in the west extension of the subway that is located in the stratum of Yangtze River valley flat after the construction of the subway tunneling.This paper proposes the reason why the subway structure generated the obvicus subsidence,probably due to four factors: construction factor,geological factor,loading factor and dewatering factor.Furthermore,the paper expounds the degree of settlement which was affected by each factor under the subway structure,and summaries...

Obvious and different settlements happened in the west extension of the subway that is located in the stratum of Yangtze River valley flat after the construction of the subway tunneling.This paper proposes the reason why the subway structure generated the obvicus subsidence,probably due to four factors: construction factor,geological factor,loading factor and dewatering factor.Furthermore,the paper expounds the degree of settlement which was affected by each factor under the subway structure,and summaries the main reason of the obvious subsidence.

南京地铁西延线位于长江漫滩饱和软粘土地层中,地铁施工完成后隧道结构出现了较大的沉降和差异沉降。本文首先提出了可能导致地铁结构产生沉降变形的因素有四个:施工因素、地质因素、堆载因素以及降水因素,然后详细分析了每个因素对隧道结构下沉的影响程度,找出了隧道结构产生沉降和不均匀沉降的主要原因。

 
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