Journal of Jilin University(Earth Science Edition) ›› 2018, Vol. 48 ›› Issue (6): 1778-1784.doi: 10.13278/j.cnki.jjuese.20170105
Li Yunong1, Lehane B M2
CLC Number:
[1] Lehane B M, Gavin K G. Base Resistance of Jacked Pipe Piles in Sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(6):473-480. [2] 丁佩民, 肖志斌, 施健勇, 等. 松砂中大型静压沉桩模型试验桩基挤土加密效应[J].工业建筑, 2003, 33(3):45-48. Ding Peimin, Xiao Zhibin, Shi Jianyong, et al. Model Tests of Large Driven Pile Jacked into Sands and Soil-Pile Interaction Finite Element Analysis with Compaction Effect Taken into Account[J].Industrial Construction,2003,33(3):45-48. [3] 周健, 邓益兵, 叶建忠, 等. 砂土中静压桩沉桩过程试验研究与颗粒流模拟[J].岩土工程学报, 2009, 31(4):501-507. Zhou Jian, Deng Yibing, Ye Jianzhong, et al. Experimental and Numerical Analysis of Jacked Piles During Installation in Sand[J].Chinese Journal of Geotechnical Engineering, 2009, 31(4):501-507. [4] Nicola A D, Randolph M F. Centrifuge Modelling of Pipe Piles in Sand Under Axial Loads[J]. Geotechnique, 1999, 49(3):295-318. [5] Lehane B M, White D J. Lateral Stress Changes and Shaft Friction for Model Displacement Piles in Sand[J]. Canadian Geotechnical Journal, 2005, 42(4):1039-1052. [6] 刘清秉, 项伟, Lehane B M, 等. 颗粒形状对砂土抗剪强度及桩端阻力影响机制试验研究[J].岩石力学与工程学报, 2011, 30(2):400-410. Liu Qingbing, Xiang Wei, Lehane B M, et al. Experimental Study of Effect of Particle Shear Strength of Sand and Tip Resistance of Driven Piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(2):400-410. [7] Eide O, Hutchinson J N, Landava A. Short and Long Term Test Loading of a Friction Pile in Clay[C]//5th International Conference on Soil Mechanics and Foundation Engineering. Paris:[s.n.],1961:45-54. [8] Cooke R W, Price G, Tarr K. Jacked Piles in London Clay:A Study of Load Transfer and Settlement Under Working Condition[J]. Geotechnique, 1979, 29(2):113-147. [9] Bond A J, Jardine R J. Effects of Installing Displa-cement Piles in High OCR Clay[J]. Geotechnique, 1991, 41(3):341-363. [10] 张明义, 邓安福. 预制桩贯入层状地基的试验研究[J]. 岩土工程学报, 2000, 22(4):490-492. Zhang Mingyi, Deng Anfu. Experimental Study on Jacked Precast Piles in Layered Soil[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4):490-492. [11] Pestana J M, Hunt C E, Bray J D. Soil Deformation and Excess Pore Pressure Field Around a Closed-Ended Pile[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(1):1-12. [12] Gavin K G, Gallagher D G, Doherty P D, et al. Field Investigation Assessing the Effect of Installation Method on the Shaft Resistance of Piles in Clay[J]. Canadian Geotechnial Journal, 2010, 47(7):730-741. [13] Doherty P D, Gavin K G. Shaft Capacity of Open-Ended Piles in Clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2011, 137(11):1090-1102. [14] Kou H L, Zhang M Y, Yu F. Shear Zone Around Jacked Piles in Clay[J]. Journal of Performance of Constructed Facilities, 2015, 29(6):. [15] Einav I, Randolph M F. Combining Upper Bound and Strain Path Methods for Evaluating Penetration Resistance[J]. International Journal for Numerical Methods in Engineering, 2010, 63(14):1991-2016. [16] Martin C M, Randolph M F. Upper-Bound Analysis of Lateral Pile Capacity in Cohesive Soil[J]. Geotechnique, 2006, 56(2):141-146. |
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