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weak clay
相关语句
  软粘土
     Prediction Model for Littoral Weak Clay Foundation Full Scale Settlement based on Multi-factor Relationship
     滨海软粘土地基原型沉降多因素关联预测模型
短句来源
     The predicted error can be greatly reduced if the overconsolidation of saturated weak clay is taken into account and the value m is lowered by increasing allowable displacement.
     如能既考虑饱和软粘土超固结效应 ,又通过加大容许位移以降低 m值 ,可使预估误差大为变小 .
短句来源
  “weak clay”译为未确定词的双语例句
     This one or wet person who fall into loess confirm single is it bear the weight of strength and question that should notice at designing of foundationing to permit among the ground in weak clay.
     这是在软弱粘土或湿陷性黄土等地基中确定单桩容许承载力和设计桩基础时应该注意的问题。
短句来源
  相似匹配句对
     weak R& D ;
     研发能力弱;
短句来源
     SHEAR STRENGTH PARAMETER OF NO-CLAY WEAK INTERBED
     无泥型软弱层带的强度参数
短句来源
     Dispersion of Clay
     粘土的分散
短句来源
     ON WEAK-MIXING
     关于弱混合性
短句来源
     Study on evaluation of deformation modulus of no clay weak interbed
     无泥型软弱层带变形参数取值研究
短句来源
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  weak clay
Coordination conference on consolidation of weak clay soils
      
Shield-working of seam F, with surrounding strata composed of weak clay shales, clays, and conglomerates, is accompanied by intense rock pressure.
      
When occurring as weak clay zone in a sedimentary sequence, a seam can be considerably thicker.
      
This arrangement of a solid sandstone over a weak clay has resulted in some of the most extensive and spectacular landslips in Europe.
      
Strip Footing on Weak Clay Stabilized with a Granular Trench or Pile.
      
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As proved by measured data, a fairly small value m was obtained by predicting the defornation of pile body of fender post with value m of weak soil as convention. The predicted error can be greatly reduced if the overconsolidation of saturated weak clay is taken into account and the value m is lowered by increasing allowable displacement. In the meantime, a suggestion is thus made on the short-cut process of c, φ of coastal weak soil.

实测资料证明 ,按习惯采用的软土 m值预估围护桩桩身变形得出的结果偏小 .如能既考虑饱和软粘土超固结效应 ,又通过加大容许位移以降低 m值 ,可使预估误差大为变小 .同时 ,相应提出沿海软土 c和 φ取值的建议 .

Defeat that surface receive of rub obstruction make of some gravity , side of soil transmit to one. So of defeat that receive rub obstruction can become to bear the weight of a part of strength, turn into a external load in order to be exerted on one instead. This one or wet person who fall into loess confirm single is it bear the weight of strength and question that should notice at designing of foundationing to permit among the ground in weak clay.

桩的负摩阻力的发生将使桩侧土的部分重力传递给桩,因此,负摩阻力不但不能成为桩承载力的一部分,反而变成施加在桩上的外荷载。这是在软弱粘土或湿陷性黄土等地基中确定单桩容许承载力和设计桩基础时应该注意的问题。

Through analysis of full scale settlement observation data of littoral weak clay foundation in four costal areas and based on Terzaghi consolidation theory and the thoughts on multi-factor relationship as well, a prediction model for littoral weak clay foundation settlement based on multi-factor relationship is presented in this paper. The calculated values are compared with the measured values. The results show that the calculated model is correct and practical.

通过对沿海4个地区滨海软粘土地基原型沉降观测资料的分析研究,参照太沙基一维流固结理论,根据多因素关联的思路,提出了一维流滨海沉积软粘土地基现场沉降多因素关联预测模型,并将计算值与实测值进行比较,证明了计算模型的正确性和实用性。

 
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