文章摘要
时效性对单桩极限承载力的影响分析
Analysing the Ultimate Bearing Capacity of Single Pile for Limitation of Time
  
DOI:10.3969/j.issn.1671-5322.2002.01.008
中文关键词: 时效性  饱和软粘土  单桩极限承载力  预制桩  灌注桩
英文关键词: limitation of time  saturated soft clay  ultimate bearing capacity of single pile  precast pile  pile of concrete cast in place
基金项目:
作者单位
李飞 盐城工学院建筑工程系江苏盐城224003 
程鹏环 盐城工学院建筑工程系江苏盐城224003 
董国兰 盐城工学院建筑工程系江苏盐城224003 
郝子进 盐城建筑设计研究院江苏盐城224001 
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中文摘要:
      目前,盐城地区正广泛采用打入式预制桩和泥浆护壁成孔灌注桩.从这两种桩的成桩工艺,结合地基条件,对盐城地区饱和软粘土层中这两种桩成桩后休止时间对单桩极限承载力的影响规律进行了分析研究,并对载荷试验的间歇时间的确定问题作一些有益的探讨.
英文摘要:
      At present, driven precast piles and piles of concrete cast in place with mud protecting holes’ walls are extensively used in Yancheng area. From pole’s technology and conditions of soil, this paper will study influences of the cease time when two types of piles have been in place, on the ultimate bearing capacity of single pile for the saturated soft clay of Yancheng area. Moreover, how to determine the intermittent time of load test is also discussed.
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