王新泉, 陈永辉, 张世民, 齐昌广, 陈龙. 反拱曲面X形异形桩产生附加应力计算方法研究[J]. 工程力学, 2012, 29(12): 220―227. Wang Xinquan, Chen Yonghui, Zhang Shimin, Qi Changguang, Chen Long. Study on calculation methods of additional stress of X-section abnormity pile with inverted arch surface [J]. Engineering Mechanics, 2012, 29(12): 220―227. (in Chinese)
[2]
Rybnikov A M. Experimental investigation of bearing capacity of bored-cast-in-place tapered piles [J]. Soil Mechanics and Foundation Engineering, 1990, 27(2): 48―52.
[3]
Zil’berberg S D, Sherstnev A D. Construction of compaction tapered pile foundation [J]. Soil Mechanics and Foundation Engineering, 1990, 27(3): 96―101.
[4]
Ei Naggar M H, Wei J Q. Uplift behaviour of tapered piles established from model tests [J]. Canadian Geotechnical Journal, 2000, 37(1): 56―74.
[5]
Sakr M, Ei Naggar M H, Nehdi M. Load transfer of fibre-reinforced polymer (FRP) composite tapered piles in dense sand [J]. Canadian Geotechnical Journal, 2004, 41(1): 70―88.
[6]
张可能, 何杰, 刘杰, 等. 静压楔形桩沉桩效应模型试验研究[J]. 中南大学学报(自然科学版), 2012, 43(2): 638―643. Zhang Keneng, He Jie, Liu Jie, et al. Model experimental research on piling effects of static piling in soft clay ground with tapered pile [J]. Journal of Central South University (Science and Technology), 2012, 43(2): 638―643. (in Chinese)
[7]
蒋建平, 高广运, 顾宝和. 扩径桩承载性状及其 Q-s 曲线的幂双组合数学模型描述[J]. 工程力学, 2010, 27(11): 120―126. Jiang Jianping, Gao Guangyun, Gu Baohe. Bearing behaviors and description of Q-s curves of piles with expanded diameter based on power-hyperbola combined model [J]. Engineering Mechanics, 2010, 27(11): 120―126. (in Chinese)
[8]
刘杰, 何杰, 闵长青. 楔形桩与圆柱形桩复合地基承载性状对比研究[J]. 岩土力学, 2010, 31(7): 2202―2206. Liu Jie, He Jie, Min Changqing. Contrast research of bearing behavior for composite foundation with tapered piles and cylindrical piles [J]. Rock and Soil Mechanics, 2010, 31(7): 2202―2206. (in Chinese)
[9]
Kodikara K K, Moore I D. Axial response of tapered piles in cohesive frictional ground [J]. Journal of Geotechnical Engineering, 1993, 119(4): 675―693.
[10]
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 Gangqiang, Yang Qing, Nian Tingkai, et al. Study on the characteristics of compression capacity and negative skin friction for belled wedge pile [J]. Rock and Soil Mechanics, 2011, 32(2): 503―509. (in Chinese)
[11]
Randolph M F. Wroth C P. Analysis of deformation of vertically loaded piles [J]. Journal of Geotechnical Engineering, ASCE, 1978, 104(12): 1465―1488.
[12]
Carter J P, Booker J R, Yeung S K. Cavity expansion in cohesive frictional soils [J]. Geotechnique, 1986, 36(3): 349―353.
[13]
孔纲强, 曹兆虎, 周航, 等. 极限荷载下纵向截面异形桩破坏形式对比试验研究[J]. 岩土力学, 2015, 36(5): 1330―1336. Kong Gangqiang, Cao Zhaohu, Zhou Hang, et al. Comparative model tests on bearing capacities of belled wedge pile, tapered pile and equal section pile [J]. Rock and Soil Mechanics, 2015, 36(5): 1330―1336. (in Chinese)
