A method for driving a finished pile consisting of concrete into the bottom as well as for this purpose a suitable finished pile and the pile shoe

• 1. 在经水泥搅拌桩处理后的厚层软土中打入预应力混凝土空心桩的施工方法 [P] . 中国专利： CN102720192A . 2012-10-10
• 2. 活瓣式桩靴筒桩成孔器及无预制桩靴筒桩施工方法 [P] . 中国专利： CN1438389A . 2003-08-27
• 3. REINFORCING DEVICE FOR PILE BOTTOM REINFORCEMENT TO CREATE PILE FOUNDATION WITH THE USE OF FOUNDATION PILE AND METHOD FOR FOUNDATION PILE DRIVING AND PILE BOTTOM REINFORCEMENT [P] . 俄罗斯专利： RU2310722C2 . 2007-11-20

  机译： 使用基础桩的桩底加固加固装置以创建桩基础以及用于基础桩驱动和桩底加固的方法

• 4. Hollow concrete pile driving device, includes means for preventing slip between mandrel and pile and drill foot is not fixed to bottom end of pile [P] . NL1034622C2 . 2009-02-11

  机译： 空心混凝土桩打入装置，包括防止心轴和桩之间打滑且钻脚未固定在桩底端的装置

• 5. A pile guide for guiding a pile during submerged pile driving and a method of installing a pile in the sea bottom. [P] . NL2014689B1 . 2017-01-18

  机译： 用于在沉桩驱动中引导桩的桩引导件以及将桩安装在海底中的方法。

• 1. Physical modeling of behaviors of cast-in-place concrete piled raft compared to free-standing pile group in sand [J] . Mehdi Sharafkhah, Issa Shooshpasha 岩石力学与岩土工程学报（英文版） . 2018,第004期
• 2. A Method for the Damage Detection of Pile Foundation in High-Pile Wharf Based on A Curvature Mode Deletion Model [J] . WANG Qi-ming, ZHU Rui-hu, ZHENG Jin-hai, 中国海洋工程（英文版） . 2020,第006期
• 3. A simplified approach for settlement calculation of pile groups considering pile-to-pile interaction in layered soils [J] . YANG Ming-hui, ZHANG Xiao-wei, ZHAO Ming-hua 中南大学学报（英文版） . 2011,第006期
• 4. Comparison of Pile-Driver Noise and Vibration from Various Pile-Driving Methods and Pile Types [C] . Rob Greene, Rachel Pirie, Mike Greene Korean Society of Noise & Vibration Control;Institute of Noise Control Engineering;International congress and exposition on noise control engineering;ASME Noise Control & Acoustics Division . 2015
• 5. Seismic performance of prestressed concrete piles in CIP reinforced concrete pile caps. [D] . Sweigart, Shawn Paul. 2010
• 6. Analysis Method for Laterally Loaded Pile Groups Using an Advanced Modeling of Reinforced Concrete Sections [O] . Stefano Stacul, Nunziante Squeglia 2018
• 7. PROBLEMS ON SEISMIC DESIGN OF CAST-IN-PLACE REINFORCED CONCRETE PILES WITH ENLARGED PILE POINT AND THEIR SOLUTIONS : Earthquake resisting cast-in-place concrete piles using steel pipes at their heads (Part 1) [O] . HIROAKI NAGAOKA, HIROMICHI MATSUMURA, TAKASHI OKAMOTO, 1988

• 1. 3D FE Analysis of Effect of Ground Subsidence and Piled Spacing on Ultimate Bearing Capacity of Piled Raft and Axial Force of Piles in Piled Raft [J] . Tuan Van Tran ,Makoto Kimura ,Tirawat Boonyatee . 土木工程期刊（英文） . 2012,第4期
• 2. A Reliable Method of Pile Load Test on Cast-in-Situ Pile Group of Existing Building for Retrofitting [J] . Upal Mohammad Towfiqul Quadir . 土木工程与建筑 . 2014,第007期
• 3. 无桩靴夯扩桩在杭州三里亭小区建设中的应用——一种较经济可推广的灌注桩桩型 [C] . 康征龙 ,钱国伟 . 第七届全国地基处理学术讨论会 . 2002
• 4. 桩靴贯入对邻近受荷桩影响的离心模型试验及分析方法研究 [A] . 范怡飞 . 2020