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桩体上浮
相关语句
  pile shaft floating up
     THE PROBLEM OF PILE SHAFT FLOATING UP FOR PHC TUBULAR PILE
     关于预应力高强混凝土管桩的桩体上浮问题
短句来源
  “桩体上浮”译为未确定词的双语例句
     then,rapidly on high rise building,In this disseminating process,some problems related to design and construction of PHC tubular pile are discovered,in which,one of the main problem is the floating up of pile shaft.
     在快速推广的过程中 ,发现了PHC管桩在设计、施工中的一些问题 ,其中最主要的是桩体上浮问题。
短句来源
     Based on the analysis of several engineering cases,the causes of pile floating up are discussed.
     通过对几个工程实例的分析 ,对桩体上浮原因进行了讨论 ,希望减少管桩推广应用中的盲目性
短句来源
  相似匹配句对
     THE PROBLEM OF PILE SHAFT FLOATING UP FOR PHC TUBULAR PILE
     关于预应力高强混凝土管上浮问题
短句来源
     Formation and Treatment of the Risen Piles
     上浮的形成与处理
     Analysis of Statistics of Pile Body Horizontal Shift
     水平位移统计分析
短句来源
     Estimation on the diameter of high pressure jet grouting pile
     高喷直径的估算
短句来源
     Precautions and Measures Against the Float Upward of Prestress Tubular Pile
     预应力管上浮的预防及处理
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As a new type of pile,the pre stressed tubular pile with high strength concrete (PHC) is getting widely used in many soft soil areas around the coastal region.At the beginning,it was only used on multi rise buliding.then,rapidly on high rise building,In this disseminating process,some problems related to design and construction of PHC tubular pile are discovered,in which,one of the main problem is the floating up of pile shaft.Based on the analysis of several engineering cases,the causes of pile floating...

As a new type of pile,the pre stressed tubular pile with high strength concrete (PHC) is getting widely used in many soft soil areas around the coastal region.At the beginning,it was only used on multi rise buliding.then,rapidly on high rise building,In this disseminating process,some problems related to design and construction of PHC tubular pile are discovered,in which,one of the main problem is the floating up of pile shaft.Based on the analysis of several engineering cases,the causes of pile floating up are discussed.

预应力高强混凝土 (PHC)管桩作为一种新桩型 ,近年来在沿海软土地区得到了广泛的应用 ,初期用于多层建筑 ,逐渐发展到小高层乃至高层建筑。在快速推广的过程中 ,发现了PHC管桩在设计、施工中的一些问题 ,其中最主要的是桩体上浮问题。通过对几个工程实例的分析 ,对桩体上浮原因进行了讨论 ,希望减少管桩推广应用中的盲目性

In this paper, some problems in engineering practice are studied. The first problem is pile shaft floating up for PHC tubular pile, and the second is effective penetrating depth for plastic drainage belt, finally , the third is the classification on residual soil and weathered rock, capacity of pile foundations.

主要讨论目前工程实践中遇到的几个岩土工程问题 :预应力高强混凝土管桩的桩体上浮问题、塑料排水带的有效打入深度问题和残积土和风化岩的划分及作为桩基持力层时遇到的问题。

PHC is a new pile type developed in the past two years. The load-settlement curve is more often step-shaped than other pile types. Based on the analysing of three typical cases, construction control methods are offered to decrease the problems during static piling.

通过对静压PHC管桩的静载Q-s曲线呈台阶状之原因分析,提出了相应的施工变量控制措施,以避免桩体上浮、桩节焊缝开裂处脱节,桩体和桩端密实持力层脱密。

 
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