期刊文献+

沉桩挤土效应对工程环境的影响及研究综述 被引量:10

Influence on Engineering Environment under Pile Soil Compaction Effect and Research Review to It
下载PDF
导出
摘要 在软土地区,沉桩导致桩周土体的侧向变形和隆起,对周围工程环境产生一定的影响。为此,对沉桩挤土效应方面的研究成果进行了综述,重点讨论了理论研究、室内和现场试验的研究概况,指出了挤土效应研究存在的问题,并提出了几点建议,为进一步研究沉桩挤土效应问题指明了方向。 The soil surrounding the pile will be compacted during pile driving,and lateral and upward displacement will take place,which will affect the surrounding engineering environment in a soft soil area.Therefore,the research results are reviewed here on compaction effect of pile driving,especially on the research situations of theoretical research,laboratory and field tests.At last,the problems existed are pointed out about compaction effect,and several suggestions are made,which would give the clear direction for further study on soil compaction effect of pile driving.
出处 《水利与建筑工程学报》 2011年第2期31-35,共5页 Journal of Water Resources and Architectural Engineering
基金 住房和城乡建设部科技项目(2010-K3-6)
关键词 沉桩 挤土效应 工程环境 理论研究 试验研究 pile driving compaction effect engineering environment theoretical research test research
  • 相关文献

参考文献32

  • 1Bishop R F, Hill R, Mott N F. Theory of indentation and hardness tests[ J]. Proceedings of the physical society, Lon- don, 1945,57(1) : 147-159.
  • 2Vesie A S. Expansion of cavities in infinite soil mass [ J]. Journal of the Soil Mechanics and Foundation Division, AS- CE, 1972,98 (3) : 265-290.
  • 3Randolph M F, Carter J P, Wroth C P. Driven piles in clay - the effects of installation and subsequent consolidation[J]. Geotechnique, 1979,29(4) : 361-392.
  • 4Carter J P, Booker J R, Yeung S K. Cavity expansion in co- hesive frictional soils[J]. Geotechnique, 1986,36(3) : 349- 353.
  • 5Chow Y K, Teh C I. A theoretical study of pile heave [ J 1. Geotechnique, 1990 ,40( 1 ) : 1-14.
  • 6胡中雄,侯学渊.饱和软土中打桩的挤土效应[C]//第五届土力学及基础工程学术会议论文集.北京:中国建筑工业出版社,1988.
  • 7朱泓,殷宗泽.打桩效应的有限元分析[J].河海大学学报(自然科学版),1996,24(1):56-61. 被引量:41
  • 8邵勇,夏明耀.预估打桩引起邻近结构物桩基位移的新方法[J].同济大学学报(自然科学版),1996,24(2):136-141. 被引量:4
  • 9黄院雄,许清侠,胡中雄.饱和土中打桩引起桩周围土体的位移[J].工业建筑,2000,30(7):15-19. 被引量:29
  • 10Baligh M M. Strain path method[J]. Geotech Eng, ASCE, 1985,111(9) : 1108-1136.

二级参考文献32

  • 1张强,刘现鹏,刘娜.岸坡土体变形对天津港高桩码头的危害[J].水道港口,2005,26(4):241-243. 被引量:20
  • 2上海市市政工程管理局.软土市政地下工程施工技术手册[M].,1990..
  • 3浙江大学岩土工程研究所和温洲大学建工系.温洲五洲大厦静压桩工程现场监测报告[M].,1995,3..
  • 4SEED H B, REESE L C. The action of soft clay along friction piles[J]. Transactions of ASCE, 1957, 122:731 --754.
  • 5COOKE R W, PRICE G. Strains and displacements around friction piles[C]//The 8th International Conference on Soil Mechanics and Foundation Engineering. Moscow: 1973, 2:53--60.
  • 6ROY M, BLANCHET R, TAVENAS F, et al. Behaviour of a sensitive clay during pile driving[J]. Canadian Geotechnical Journal, 1981, 18(2): 67--85.
  • 7HWANG JINHUNG LIANG NENG CHEN CHENG SING. Ground response during pile driving[J]. Journal of Geoteehnical and Geoenvironmental Engineering, 2001, 127(11): 939--949.
  • 8YANG J, THAM L G; LEE P K K, et al. Observed performance of long steel H-piles jacked into sandy soils[J]. Journal of Geoteehnical and Geoenvironmental Engineering, 2006, 132(1): 24--35.
  • 9HUANG J H,LIANG N,CHEN C H.Ground response during pile driving[J].Journal of Geotechnical and Geoenvironmental Engineering,2001,127(11):939-949.
  • 10SCHNAID F,MANTARAS F M.Cavity expansion in cemented materials:structure degradation effects[J].Geotechnique,2003,53(9):797-807.

共引文献214

同被引文献80

引证文献10

二级引证文献40

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部