[J].岩土工程学报,2000,22(5):517-522.WANG Zhong-qi.The prospect of Chinese CPT and Penetration Tests
[3]
[J].Chinese Journal of Geotechnical Engineering,2000,22(5):5.7-522.
[4]
魏杰.静力触探确定桩承载力的理论方法
[5]
赵春风,蒋东海,崔海勇.单桩极限承载力的静力触探估算法研究
[6]
[J].岩土力学,2003,24(增):408-410.ZHAO Chun-feng,J IANG Dong-hai,CUI Hai-yong.Re-search on Pile Ultimate Capacity Calculation Based on Static Cone Penetration Test
[7]
[J].Indus-trial Construction,2003,33(9):52-55.
[8]
吴鹏,龚维明,梁书亭.用三维有限元法对超长单桩承载性能的研究
[9]
[J].公路交通科技,2006,23(9):71-75.WU Peng,GONG Wei-ming,LIANG Shu-ting.Study on Bearing Characters of Super-long Single Pile Using 3D FEA Method
[10]
[J].Journal of Highway and Transportation Research and Development,2006,23(9):71-75.
[M].Bei-jing:China Architecture & Building Press,1999.
[14]
杨桦,杨敏,王伟.长短桩组合桩基础地基中的应力场和位移分析
[15]
吴鹏,龚维明,梁书亭.用三维有限元法对超长单桩桩端承载力的研究
[16]
[J].岩土力学,2006,27(10):1795-1799.WU Peng,GONG Wei-ming,LIANG Shu-ting.Study of Base Bearing Capacity of Overlength Single Pile Using 3D FEM
[17]
[J].Rock and Soil Mechanics,2006,27(10):1795-1799.
[18]
MINDLIN R D.Force at Point in the Interior of a Semi-infinite Solid
[19]
[J].Physics,1936,7(5):195-202.
[20]
龚维明,戴国亮,薛国亚,等.东海大桥超长钻孔灌注桩自平衡试验研究
[21]
吴鹏,龚维明,薛国亚,等.桩基承载力测试O-Cell 法与自平衡法对比研究
[22]
[J].建筑科学,2005,21(6):64-68.WU Peng,GONG Wei-ming,XUE Guo-ya,et al.Comparison Research between O-Cell Method and Self-balanced Method in Bearing Capacity Load Test of Piles
[23]
[J].Building Science,2005,21(6):64-68.
[24]
[J].岩土工程学报,1994,16(3):103-111.WEI Jie.Theoretical Method for Determining the Bearing Capacity of Pile from Static Cone Penetration
[25]
[J].Chinese Jour-nal of Geotechnical Engineering,1994,16(3):103-111.
[26]
[J].Rock and Soil Mechanics,2003,24(Sup):408-410.
[27]
刘俊龙.用标贯击数估算单桩极限承载力
[28]
[J].岩土工程技术,2000(2):88-91.LIU Jun-long.Using Hammering Numbers of SPT to Extimate the Ultimate Bearing Capacity of Single Pile