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silty seabed
相关语句
  粉质土
     Study on the Landslide of Gentle-slope Silty Seabed under Waves
     波浪导致粉质土缓坡海底滑动的研究
短句来源
  “silty seabed”译为未确定词的双语例句
     In-situ Answering Pore Pressure under Wave and Its Application to Stability Analysis of Silty Seabed
     波浪作用下原位孔压响应及其在粉土海床稳定性评价中的应用
短句来源
     In-situ answering pore pressure under wave and its application to stability analysis of silty seabed
     波浪作用下粉土中的孔压响应及其在粉土海床稳定性评价中的应用
短句来源
     Numerical Analysis and Model Test of Wave-Induced Pore Pressure Response in Silty Seabed
     波浪荷载作用下粉质海床孔压增长的数值分析及试验研究
     The model tests for a set of silty seabed are introduced, the relations of the penetration resistance to the negative pressure and seepage flow are explored, and the comparison between the test results and the actual penetration results is also made.
     介绍了一组粉土地基条件下的模型试验情况 ,探索了桶形基础的沉贯阻力与负压、渗流等的关系 ,并与实际平台沉贯过程进行了对比。
短句来源
     The relation between excess pore pressure and wave in silty seabed is studied in this thesis by means of model experiment of answering pore pressure under wave.
     因此,通过室内波浪作用下的粉土孔压响应模型试验探讨了孔压与波浪之间的响应情况,发现波浪能量的影响沿土层深度递减,水深条件相同时,响应的孔压随波高的增大而增加,当波浪作用足够长时间后粉土发生液化破坏,此时粉土内累积的孔压小于上覆土体的自重应力。
短句来源
  相似匹配句对
     Study on the Landslide of Gentle-slope Silty Seabed under Waves
     波浪导致粉质土缓坡海底滑动的研究
短句来源
     In-situ answering pore pressure under wave and its application to stability analysis of silty seabed
     波浪作用下粉土中的孔压响应及其在粉土海床稳定性评价中的应用
短句来源
     The prospect of seabed classification technology
     海底声学底质分类技术的研究现状与前景
短句来源
     THE NEW RW SEABED SURVEYOR
     RW型新式海床勘测器
短句来源
     Creep Model of Changzhou Silty Clay
     常州地区粉质粘土的蠕变模型
短句来源
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  silty seabed
The artificial reef was deployed in March 1981 for fisheries enhancement in 10-14?m of water on a sandy-silty seabed.
      


The bucket foundation suction penetration technique is different from the pile driving technique, and the characteristics of penetration resistance is greatly influenced by the seabed character. The model tests for a set of silty seabed are introduced, the relations of the penetration resistance to the negative pressure and seepage flow are explored, and the comparison between the test results and the actual penetration results is also made.

桶形基础采用负压沉贯法施工 ,与压桩、打桩等施工方法显著不同 ,且阻力特性受地基性质影响很大。介绍了一组粉土地基条件下的模型试验情况 ,探索了桶形基础的沉贯阻力与负压、渗流等的关系 ,并与实际平台沉贯过程进行了对比。

Silt is easy to liquefy under cyclic loading such as wave effect.and excess pore pressure plays an important role in dynamic behavior of silt soil and its change can affect seabed stability directly.The relation between excess pore pressure and wave in silty seabed is studied in this thesis by means of model experiment of answering pore pressure under wave.Besides,the thesis summed up two methods to estimate porepressure under wave and put forward a method to envalue the stability of silty seabed...

Silt is easy to liquefy under cyclic loading such as wave effect.and excess pore pressure plays an important role in dynamic behavior of silt soil and its change can affect seabed stability directly.The relation between excess pore pressure and wave in silty seabed is studied in this thesis by means of model experiment of answering pore pressure under wave.Besides,the thesis summed up two methods to estimate porepressure under wave and put forward a method to envalue the stability of silty seabed according to the result of the model experiment.

粉土在波浪等动荷载作用下极易发生液化破坏,而孔隙水压力在粉土动力学行为中扮演了一个很重要的角色,其发展变化会直接影响到土体的稳定性。因此,通过室内波浪作用下的粉土孔压响应模型试验探讨了孔压与波浪之间的响应情况,发现波浪能量的影响沿土层深度递减,水深条件相同时,响应的孔压随波高的增大而增加,当波浪作用足够长时间后粉土发生液化破坏,此时粉土内累积的孔压小于上覆土体的自重应力。根据结果提出了1种评价粉土海床稳定性的方法。

 
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