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预应力混凝土管桩承载力分析 被引量:5

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作者 毛伍元
出处 《工程质量》 1999年第3期38-39,共2页 Construction Quality
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  • 1ZhengJunjie PengHong NieChongjun.ANALYTICAL SOLUTIONS TO EXPANSION OF CYLINDRICAL CAVITY IN LINEAR SOFTENING SOIL[J].Acta Mechanica Solida Sinica,2004,17(4):353-360. 被引量:8
  • 2陈国祝,郑国芳.两类土层中复打桩承载力的剖析[J].水运工程,1995(4):11-18. 被引量:2
  • 3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
  • 4Paikowsky. The Mechanism of Pile Plugging in Sand[ C ]//22th Offshore Technology Conference. Houston, 1990.
  • 5[2]Butterfield R , Banerjee P K. Application of Electroosmosis to Soils. Part 2, Civil Engineering Research Report, 1968: 709-715.
  • 6[3]Vesic A S. Expansion of Cavities in Infinite Soil Mass[J]. Journal of the Soil Mechanics and Foundation Division, ASCE, 1972, 98(3): 265-290.
  • 7[4]Carter J P, Booker J R & Yeung S K. Cavity Expansion in Cohesive Frictional Soils[J]. Geotechnique,1986,36(3): 349-353.
  • 8[5]Randolph 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.
  • 9[9]Baligh,Mohsen M. Strain Path Method[J].Journal of Geotechnical Engineering, 1985,111(9): 1108-1136.
  • 10[10]Meyerhof, G.G. Ultimate bearing capacity of wedge-shaped foundations.National Research Council -- Associate Committee on Soil and Snow Mechanics -- Technical Memorandums, 1962.

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