参考文献/References:
[1] 龚维明, 戴国亮, 黄生根. 大型深水桥梁钻孔桩桩端后压浆技术[M]. 北京: 人民交通出版社, 2009: 1-11.
[2] Wan Z H, Dai G L, Gong W M. Full-scale load testing of two large-diameter drilled shafts in coral-reef limestone formations[J]. Bulletin of Engineering Geology and the Environment, 2018, 77(3): 1127-1143. DOI:10.1007/s10064-017-1206-1.
[3] 戴国亮, 万志辉, 龚维明, 等. 基于沉降控制的组合后压浆灌注桩承载力计算研究[J]. 岩土工程学报, 2018, 40(12): 2172-2181. DOI:10.11779/CJGE201812003.
Dai G L, Wan Z H, Gong W M, et al. Calculation of bearing capacity for combined post-grouting bored piles based on settlement control[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(12): 2172-2181. DOI:10.11779/CJGE201812003. (in Chinese)
[4] 吴汉斌, 黄支金. 桩底压浆技术在帕克西桥中的应用[J]. 世界桥梁, 2003, 31(4): 10-13.
Wu H B, Huang Z J. Application of pile base grouting techniques to Paksey Bridge[J]. World Bridges, 2003, 31(4): 10-13. DOI:10.3969/j.issn.1671-7767.2003.04.003. (in Chinese)
[5] 平学兵. 后压浆人工挖孔桩承载力理论及试验分析[J]. 建筑结构, 2007, 37(11): 63-65. DOI:10.19701/j.jzjg.2007.11.020.
Ping X B. Theoretical and test analysis on bearing capacity of post grouting man-power mine pile[J]. Building Structure, 2007, 37(11): 63-65.(in Chinese)
[6] 康景文, 孟贵林, 李圣, 等. 昔格达泥岩中后压浆冲孔灌注桩承载力研究[J]. 岩土工程学报, 2010, 32(S2): 123-126.
Kang J W, Meng G L, Li S, et al. Bearing capacity of bored piles after grouting in Xigeda mudstone[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S2): 123-126.(in Chinese)
[7] 万志辉, 戴国亮, 王磊, 等. 黏性土层中后压浆桩承载性状的对比试验研究[J]. 岩土工程学报, 2018, 40(S2): 194-198. DOI:10.11779/CJGE2018S2039.
Wan Z H, Dai G L, Wang L, et al. Experimental study on bearing behaviors of post-grouting bored piles incohesive soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 194-198. DOI:10.11779/CJGE2018S2039. (in Chinese)
[8] Nguyen M H, Fellenius B H. Bidirectional-cell tests on two 70 m long bored piles in Vietnam[C]// GeoInstitute Geo Congress. Reston, VA, USA, Geotechnical Special Publication, 2014: 482-496.
[9] 王永刚, 任伟中, 陈浩. 施工因素对钻孔灌注桩受力性状的影响[J]. 工业建筑, 2005, 35(z1): 822-825. DOI:10.3321/j.issn:1000-8993.2005.z1.246.
Wang Y G, Ren W Z, Chen H. Influence of construction factors on endurance of bored cast-in-place piles[J]. Industrial Construction, 2005, 35(z1): 822-825. DOI:10.3321/j.issn:1000-8993.2005.z1.246. (in Chinese)
[10] 鲁嘉, 喻军, 陈金祥, 等. 砂土中成桩工艺对桩基承载性能影响的室内模型试验研究[J]. 岩石力学与工程学报, 2012, 31(5): 1055-1063. DOI:10.3969/j.issn.1000-6915.2012.05.024.
Lu J, Yu J, Chen J X, et al. Laboratory model test research on influence of piling techniques on bearing performance of pile foundations in sand[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(5): 1055-1063. DOI:10.3969/j.issn.1000-6915.2012.05.024. (in Chinese)
[11] 牛富生, 郭文明, 郭永建, 等. 施工工艺对成桩前期桩基承载力影响分析[J]. 工程勘察, 2013, 41(5): 16-22.
Niu F S, Guo W M, Guo Y J, et al. Analysis on the impact of construction technique to bearing capacity of pile foundation in pile forming stage[J]. Journal of Geotechnical Investigation & Surveying, 2013, 41(5): 16-22.(in Chinese)
[12] Klinkvort R T, Hededal O, Springman S M. Scaling issues in centrifuge modelling of monopiles[J]. International Journal of Physical Modelling in Geotechnics, 2013, 13(2): 38-49. DOI:10.1680/ijpmg.12.00010.
[13] 赵春风, 鲁嘉, 孙其超, 等. 大直径深长钻孔灌注桩分层荷载传递特性试验研究[J]. 岩石力学与工程学报, 2009, 28(5): 1020-1026. DOI:10.3321/j.issn:1000-6915.2009.05.019.
Zhao C F, Lu J, Sun Q C, et al. Experimental study of load transmission property of large-diameter bored cast-in-situ deep and long pile in different soil layers[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(5): 1020-1026. DOI:10.3321/j.issn:1000-6915.2009.05.019. (in Chinese)
[14] Zou X J, Zhao M H. Axial bearing behavior of super-long piles in deep soft clay over stiff layers[J]. Journal of Central South University, 2013, 20(7): 2008-2016. DOI:10.1007/s11771-013-1702-9.
[15] Li S C, Zhang Q, Zhang Q Q, et al. Field and theoretical study of the response of super-long bored pile subjected to compressive load[J]. Marine Georesources & Geotechnology, 2016, 34(1): 71-78. DOI:10.1080/1064119x.2014.958883.
[16] 张忠苗, 张乾青, 骆嘉成, 等. 穿越巨厚卵石层超长嵌岩桩施工技术与成桩质量分析[J]. 岩石力学与工程学报, 2010, 29(S2): 4016-4026.
Zhang Z M, Zhang Q Q, Luo J C, et al. Construction technology and pile quality analysis of super-long rock-socketed pile crossing a huge-thick gravel layer[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S2): 4016-4026.(in Chinese)
[17] O’Neill M W. Side resistance in piles and drilled shafts[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(1): 3-16. DOI:10.1061/(asce)1090-0241(2001)127:1(3).