[1] 张日红, 吴磊磊, 孔清华. 静钻根植桩基础研究与实践[J]. 岩土工程学报, 2013, 35(增2): 1200-1203. (Zhang Rihong, Wu Leilei, Kong Qinghua. Research and practice of JZGZ pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(Supp.2): 1200-1203 (in Chinese))
[2] 方伟定, 龚健, 余智恩, 等. 静钻根植桩的设计、施工与试验研究[J]. 武汉大学学报(工学版), 2013, 46(增1): 205-209. (Fang Weiting, Gong Jian, Yu Zhien, et al. Design, construction and experimental study of pile with root enlarged and solidified prebored precast piling method[J]. Journal of Wuhan University, 2013, 46(Supp.1): 205-209. (in Chinese))
[3] 周佳锦, 王奎华, 龚晓南, 等. 静钻根植竹节桩承载力及荷载传递机制研究[J]. 岩土力学, 2014, 35(5): 1367-1376. (Zhou Jiajin, Wang Kuihua, Gong Xiaonan, et al. Bearing capacity and load transfer mechanism of static drill rooted nodular piles.[J]. Rock and Soil Mechanics, 2014, 35(5): 1367-1376. (in Chinese))
[4] Guo J, Dai G, Wang Y. Method for Calculating Vertical Compression Bearing Capacity of the Static Drill Rooted Nodular Pile[J]. Applied Sciences, 2022, 12(10): 5101.
[5] Zhou J, Gong X. A field study on the behavior of static drill rooted nodular piles with caps under compression[J]. Journal of Zhejiang University Science A, 2015, 16: 951-963.
[6] 王卫东, 凌造, 吴江斌, 等. 上海地区静钻根植桩承载特性现场试验研究[J]. 建筑结构学报, 2019, 40(2): 238-245. (Wang Weidong, Ling Zao, Wu Jiangbin, et al. Field study on bearing characteristics of pre-bored precast pile with enlarged base in Shanghai.[J]. Journal of Building Structures, 2019, 40(2): 238-245. (in Chinese))
[7] 王奎华, 李振亚, 吕述晖, 等. 静钻根植竹节桩纵向振动特性及应用研究[J]. 浙江大学学报(工学版), 2015, 49(3): 522-530. (Wang Kuihua, LI Zhenya, Lu Shuhui, et al. Vertical vibration characteristics of static drill rooted nodular pile and its applications[J]. Journal of Zhejiang University (Engineering and Technology), 2015, 49(3): 522-530. (in Chinese))
[8] 凌造, 王卫东, 吴江斌, 等. 静钻根植桩中水泥土力学性能试验[J]. 地下空间与工程学报, 2022, 18(增1): 106-113. (Ling Zao, Wang Weidong, Wu Jiangbin, et al. Laboratory Test on Mechanical Properties of Cement Soil in Pre-Bored Precast Pile with an Enlarged Base [J]. Chinese Journal of Underground Space and Engineering, 2022, 18(Supp.1): 106-113. (in Chinese))
[9] 龚晓南, 邵佳函, 解才, 等. 桩端扩大头尺寸对承载性能影响模型试验[J]. 湖南大学学报(自然科学版), 2018, 45(11): 102-109. (Gong Xiaonan, Shao Jiaxan, Xie Cai, et al. Model Test on Influence of Enlarged Head Size on Bearing Capacity of Pile End[J]. Journal of Hunan University (Natural Science), 2018, 45(11): 102-109. (in Chinese))
[10] 王卫东, 王萌, 吴江斌. 静钻根植桩扩底桩端极限承载性能的试验研究[J]. 岩土力学, 2023(11): 1-8. (Wang Weidong, Wang Meng, Wu Jiangbin. Field study on the ultimate bearing capacity of enlarged grout base of pre-bored grouted planted pile[J]. Rock and Soil Mechanics, 2023(11): 1-8. (in Chinese))
[11] 邓岳保, 张晨豪, 王忻, 等. 植入式排水桩固结理论[J]. 岩土力学, 2023(9): 1-11. (Deng Yue-Bao, Zhang Chenhao, Wang Xin, et al. Consolidation theory of implantable drainage pile[J]. Rock and Soil Mechanics, 2023(9): 1-11. (in Chinese))
[12] 邓岳保, 张日红, 孙嘉烽, 等. 静钻根植排水桩技术及模型试验研究[J]. 建筑结构学报, 2022, 43(8): 293-302. (Deng YueBao, Zhang RiHong, Sun Jiafeng, et al. Novel technology of statical-drill and rooted drainage pile and its large-scale model test [J]. Journal of Building Structures, 2022, 43(8): 293-302. (in Chinese))
[13] 陈紫强, 邓岳保, 孙嘉烽, 等. 抽排水时间对静钻根植排水桩承载特性的影响[J]. 长江科学院院报,2023, 40(3): 112-116. (Chen ZiQiang, Deng Yuebao, Sun Jiafeng, et al. Influence of Drainage Time on Bearing Characteristics of Static Drill Rooted Drainage Pile[J]. Journal of Changjiang River Scientific Research Institute,2023, 40(3): 112-116. (in Chinese))
[14] 孙嘉烽, 邓岳保, 邵飞瑜, 等. 静钻根植排水桩承载特性数值分析[J]. 宁波大学学报(理工版), 2023, 36(2): 67-72. (Sun Jiafeng, Deng Yuebao, Shao Feiyu, et al. Numerical analysis of bearing characteristics of static drilling rooted drainage piles[J]. Journal of Ningbo University (NSEE), 2023, 36(2): 67-72. (in Chinese))
[15] 中华人民共和国住房和城乡建设部. 建筑桩基检测技术规范(JGJ106-2014)[S].北京:中国建筑工业出版社,2014. (Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical code for testing of building pile foundation (JGJ106-2014)[S]. Beijing: China Architecture and Construction Press, 2014. (in Chinese))
[16] 中华人民共和国住房和城乡建设部.建筑地基基础设计规范 (GB 50007-2011)[M].中国建筑工业出版社,2014. (Ministry of Housing and Urban-Rural Development of the People's Republic of China. Code for design of building foundation (GB 50007-2011)[M]. China Building Industry Press,2014. (in Chinese))
[17] Fleming W G K, Weltman A J, Randolph M F, et al. Piling Engineering[M]. Piling Engineering, 2009.
[18] 浙江省住房和城乡建设厅. 静钻根植桩基础技术规程(DB33/T 1134-2017)[S]. 北京: 中国计划出版社, 2017. (Department of Housing and Urban-Rural Construction of Zhejiang Province. Technical specification for pre-bored precast concrete pile foundation(DB33/T 1134-2017)[S]. Beijing: China Planning Press, 2017. (in Chinese))
[19] 周佳锦, 龚晓南, 王奎华, 等. 静钻根植竹节桩在软土地基中的应用及其承载力计算[J]. 岩石力学与工程学报, 2014, 33(增2): 4359-4366. (Zhou Jiajin, Gong Xiaonan, Wang Kuihua, et al. Application of static drill rooted precast nodular pile in soft soil foundation and calculation for bearing capacity[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(Supp.2): 4359-4366. (in Chinese))
[20] 蔡俊. 透水混凝土桩的排水减压效应与承载特性研究[D]. 南京: 东南大学, 2021. (Cai Jun. research on drainage effect and bearing characteristics of pervious concerete pile [D]. Nanjing: Southeast University, 2021. (in Chinese))
[21] Janbu N. Static bearing capacity of friction piles[A]//6th European Conf. on Soil Mechanics and Foundation Engineering [C]. Vienna, Austria, 1976: 479-488.
