饶平平, 李镜培, 张常光.预钻孔对邻近斜坡沉桩挤土影响分析[J].岩土力学, 2012, 33(增2):155-161. RAO Ping-ping, LI Jing-pei, ZHANG Chang-guang.Influence of Prebored Hole on Soil-squeezing Displacement for Pile Sinking Adjacent to Slope[J].Rock and Soil Mechanics, 2012, 33(S2):155-161.
[2]
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.
[3]
SHENG D, EIGENBROD K D, WRIGGERS P.Finite Element Analysis of Pile Installation Using Large-slip Frictional Contact[J].Computers and Geotechnics, 2005, 32(1):17-26.
[4]
BASU P, LOUKIDIS D, PREZZI M, et al.Analysis of Shaft Resistance of Jacked Piles in Sands[J].International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35(15):1605-1635.
[5]
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.
[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 Ke-neng, 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.
[7]
ZHANG L M, CHU K H.Lateral Movements of Long-driven Piles During Pile Driving[J].Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(10):1222-1236.
[8]
唐世栋, 杨卫东.挤土桩施工引起的邻桩轴向拉力[J].同济大学学报:自然科学版, 2004, 32(11):1418-1422. TANG Shi-dong, YANG Wei-dong.Axial Tensile Force of Pile Caused by Installing Displacement Pile[J].Journal of Tongji University:Natural Science, 2004, 32(11):1418-1422.
[9]
WHITE D J, BOLTON M D.Displacement and Strain Paths During Plane-strain Model Pile Installation in Sand[J].Geotechnique, 2004, 54(6):375-397
[10]
丁佩民, 肖志斌, 施建勇.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, 62. DING Pei-min, XIAO Zhi-bin, SHI Jian-yong.Model Tests of Large Driven Pile Jacked into Sands and Soil-pile Interaction Finite Element Analysis with Compaction Effects Taken into Account[J].Industrial Construction, 2003, 33(3):45-48, 62.
[11]
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 Yi-bing, YE Jian-zhong, et al.Experimental and Numerical Analysis of Jacked Piles During Installation in Sand[J].Chinese Journal of Geotechnical Engineering, 2009, 31(4):501-507.
[12]
饶平平.非轴对称边界下扩孔理论及沉桩挤土效应研究[D].上海:同济大学, 2011. RAO Ping-ping.Solution of Cavity Expansion and Squeezing Effect of Compaction Piles Under Non-symmetric Boundary[D].Shanghai:Tongji University, 2011.
[13]
靳志宇.压浆碎石桩技术研究靳志宇[J].筑路机械与施工机械化, 2013, 30(4):59-62. JIN Zhi-yu.Research on Technology of Grouting Gravel Pile[J].Road Machinery & Construction Mechanization, 2013, 30(4):59-62.
[14]
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 Boredpile[J].Road Machinery & Construction Mechanization, , 2013, 30(1):70-72.
[15]
李元海.数字照相量测技术及其在岩石土工程实验中的应用[M].徐州:中国矿业大学出版社, 2009. LI Yuan-hai.Study on Digital Photography-based Deformation Measurement Technique and Its Application in Geo-physical Model Experiment[M].Xuzhou:China University of Mining and Technology Press, 2009.
