MMohan M, Dinesh L. Multi-under-reamed piles lead to saving in foundation costs [J]. Annales des Travaux Publics de Belgique, 1974,19(5):57―59.
[2]
(杨志龙),(顾晓鲁),(张国梁). 挤扩多支盘混凝土灌注桩承载力试验研究[J]. (土木工程学报), 2002,10(5):100―104. Yang Zhilong, Gu Xiaolu, Zhang Guoliang. Experimental study on bearing capacity of single pile with expanded branches and plates [J]. China Civil Engineering Journal,2002,10(5): 100―104. (in Chinese)
Ju Yuwen, Liang Renwang, Bai Xiaohong, Zhang Shanyuan. Experimental study of bearing and deformation behavior of squeezed branch pile and its bearing capacity calculation [J]. Engineering Mechanics, 2003,20(6):34―38. (in Chinese)
Ju Yuwen, Liang Renwang, Zhao Mingwei, Bai Xiaohong. Experimental investigation and design analysis of vertically loaded cast-in-situ pile with expanded branches and plates [J]. Rock and Soil Mechanics, 2004,25(2):308―311. (in Chinese)
Qian Deling. Study on loading transfer law and FEM simulation of squeezed branch pile [J]. Chinese Journal of Geotechnical Engineering, 2002,24(3):371―375. (in Chinese)
Qian Deling. On the failure behavior of squeezed branch pile [J]. Journal of Hefei University of Technology (Natural Science), 2001,24(5):955―958. (in Chinese)
[11]
(过镇海)混凝土的强度和本构关系??原理与应用[M]. 北京: 中国建筑工业出版社, 2004: 30―32. Guo Zhenhai. Strength and stress-strain relation of concrete?principle and application [M]. Beijing: China Building Industry Publishing House, 2004: 30―32. (in Chinese)
[12]
巨玉文). 挤扩支盘桩力学特性的试验研究及理论分析[D]. 太原: 太原理工大学,2005.
[13]
Ju Yuwen. Experimental research and theoretical analysis on mechanical characteristics of piles with expanded branches or plates [D]. Taiyuan: Taiyuan University of Technology,2005.(in Chinese)
[14]
(冯乃谦)高性能混凝土结构[M]. 北京: 机械工业出版社, 2004: 205―208. Feng Naiqian. High-performance concrete structures [M]. Beijing: Mechanical Industry Publishing House, 2004: 205―208. (in Chinese)
[15]
(孙成访),(王敏根),(谷倩),(彭少民). 钢纤维混凝土二桩厚承台冲切、剪切承载力试验研究[J]. (建筑结构学报), 2004,25(1):107―113. Sun Chengfang, Wang Min?gen, Gu Qian, Peng Shaomin. Experimental research on punching and shearing bearing capacity of steel fiber reinforced concrete thick pile cap with two piles [J]. Journal of Building Structures,2004,25(1): 107―113. (in Chinese)