孔纲强,杨 庆.一种扩底预应力锥形管桩及其施工方法:中国,ZL200810011854.4[P].2010-06-23. KONG Gang-qiang,YANG Qing.A New Pile Type:Prestressed Balled Tapered Pipe Pile and Its Construction Method:China,ZL200810011854.4[P].2010-06-23.
[2]
王奎华,吴文兵,叶 良,等.基于极限平衡理论的楔形桩承载力计算方法[J].建筑科学与工程学报,2009,26(4):108-113. WANG Kui-hua,WU Wen-bing,YE Liang,et al.Calculation Method of Bearing Capacity of Tapered Pile Based on Limit Equilibrium Theory [J].Journal of Architecture and Civil Engineering,2009,26(4):108-113.
[3]
孔纲强,杨 庆,年廷凯,等.扩底楔形桩竖向抗压和负摩阻力特性研究[J].岩土力学,2011,32(2):503-509. KONG Gang-qiang,YANG Qing,NIAN Ting-kai,et al.Study of Characteristics of Compression Capacity and Negative Skin Friction for Belled Wedge Pile[J].Rock and Soil Mechanics,2011,32(2):503-509.
[4]
孔纲强.堆载条件下现浇扩底楔形群桩负摩阻力特性研究[J].岩土工程学报,2011,33(增1):364-368. KONG Gang-qiang.Performances of Negative Skin Friction of Belled Wedge Pile Group Under Surcharge Load[J].Chinese Journal of Geotechnical Engineering,2011,33(S1):364-368.
[5]
KONG Gang-qiang.Performances of Compressive Capacity for Belled Wedge Pile Group[J].Advanced Materials Research,2011,261-263:1084-1088.
[6]
YU H S,CARTER J P.Rigorous Similarity Solution for Cavity Expansion in Cohesive Frictional Soil[J].International Journal of Geomechanics,2002,2(2):233-258.
[7]
朱 宁,施建勇.静压桩桩端扩张压力分析[J].河海大学学报:自然科学版,2006,34(1):79-82. ZHU Ning,SHI Jian-yong.Analysis of Expansion Pressure at Tip of Jacked Piles[J].Journal of Hohai Univer-sity:Natural Sciences,2006,34(1):79-82.
[8]
胡新民.粉喷和浆喷水泥桩加固软土地基的力学特性[J].筑路机械与施工机械化,2010,27(6):42-44. HU Xin-min.Mechanical Characteristics of Soft Soil Foundation Reinforced with Powder-jetting and Grout-jetting Cement Piles[J].Road Machinery & Construction Mechanization,2010,27(6):42-44.
[9]
李 强,王奎华,张智卿.饱和土中挤土桩竖向振动简化计算模型[J].建筑科学与工程学报,2011,28(1):42-48. LI Qiang,WANG Kui-hua,ZHANG Zhi-qing.Simplified Calculation Model for Vertical Vibration of Compaction Pile in Saturated Soil [J].Journal of Architecture and Civil Engineering,2011,28(1):42-48.
[10]
YU H S,HOULSBY G T.Finite Cavity Expansion in Dilatants Soil:Loading Analysis[J].Geotechnique,1991,41(2):173-183.
[11]
陈从春,张季如,肖汝诚.砂土中深基基底极限承载力分析[J].土木工程学报,2005,38(8):102-106. CHEN Cong-chun,ZHANG Ji-ru,XIAO Ru-cheng.An-alysis for the Ultimate Bearing Capacity of Deep Foundations in Sands[J].China Civil Engineering Journal,2005,38(8):102-106.
[12]
刘俊伟,张明义,赵洪福,等.基于球孔扩张理论和侧阻力退化效应的压桩力计算模拟[J].岩土力学,2009,30(4):1181-1185. LIU Jun-wei,ZHANG Ming-yi,ZHAO Hong-fu,et al.Computational Simulation of Jacking Force Based on Spherical Cavity Expansion Theory and Friction Fatigue Effect [J].Rock and Soil Mechanics,2009,30(4):1181-1185.
[13]
王家涛,周 健,张明义.基于球孔扩张理论和时效性的静压桩承载力计算[J].地下空间与工程学报,2010,6(5):964-968. WANG Jia-tao,ZHOU Jian,ZHANG Ming-yi.Computation of Bearing Capacity of Jacked Piles Based on Spherical Cavity Expansion Theory and Time Effect[J].Chinese Journal of Underground Space and Engineering,2010,6(5):964-968.
[14]
王 建,任文峰.苏拉马都大桥钻孔桩泥浆性能研究[J].筑路机械与施工机械化,2007,24(2):44-46. WANG Jian,REN Wen-feng.Study on Slurry Character of Suramadu Bridge Bored Pile[J].Road Machinery & Construction Mechanization,2007,24(2):44-46.
[15]
李莲秀,吴盛伟,苏英平.桩端后压浆灌注桩承载力的可靠性研究[J].筑路机械与施工机械化,2013,30(1):70-72. LI Lian-xiu,WU Sheng-wei,SU Ying-ping.Study on Reliability of Bearing Capacity of Pile-end Post-grouting Bored Pile[J].Road Machinery & Construction Mechanization,2013,30(1):70-72.
[16]
孔纲强,陈力恺,刘汉龙.考虑土体非线性固结沉降的复合地基桩侧负摩阻力研究[J].中国公路学报,2013,26(3):36-43. KONG Gang-qiang,CHEN Li-kai,LIU Han-long.Study on Negative Skin Friction of Pile in Composite Foundation Considering Nonlinear Consolidation of Soil[J].China Journal of Highway and Transport,2013,26(3):36-43.
[17]
邹 健,张忠苗.考虑压滤效应饱和黏土压密注浆球孔扩张理论[J].哈尔滨工业大学学报,2011,43(12):119-123. ZOU Jian,ZHANG Zhong-miao.Spherical Cavity Expansion Theory of Compaction Grouting in Saturated Clay Considering Pressure Filtration[J].Journal of Harbin Institute of Technology,2011,43(12):119-123.
[18]
SAGASETA C,WHITTLE A J.Prediction of Ground Movements Due to Pile Driving in Clay[J].Journal of Geotechnical and Geoenvironmental Engineering,2001,127(1):55-66.
