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HORIZONTAL BEHAVIOR OF AN EARTHQUAKE-PROOF PILE GUARDED WITH OUTER SHEATH PILE : Part 3 Coupling conditions of an outer sheath pile tip to a main pile

机译：外鞘桩防护防震桩的水平行为：外鞘桩桩对主桩的第3部分耦合条件

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Akihiro TAKEUCHI; Satoru KAZAMA;
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年度 2002
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1. HORIZONTAL BEHAVIOR OF AN EARTHQUAKE-PROOF PILE GUARDED WITH OUTER SHEATH PILE [J] . SATORU KAZAMA 日本建築学会构造系論文集 . 1999,第525期

机译：带有外护套桩的防震桩的水平行为
2. Dynamic analysis of pile groups subjected to horizontal loads considering coupled pile-to-pile interaction [J] . Luan Lubao, Zheng Changjie, Kouretzis George, Computers and Geotechnics . 2020,第Jana期

机译：考虑桩-桩相互作用的水平荷载下群桩的动力分析
3. Structure Characteristics and Reinforcement Mechanism of Surrounding Pile-Soil Coupling Anti-slide Pile (SPSC pile) [J] . Guo-ping Hu, Ming-xin Zheng, Ya-kun Fan, The electronic journal of geotechnical engineering . 2018,第2期

机译：桩-土耦合防滑桩（SPSC桩）的结构特征及加固机理
4. Deformation Behavior of Horizontal Loaded Injection Piles for Non-Cohesive Soil Conditions (FINO1) [C] . Stefan Herion, Oliver Fleischer, Claas Bruns International ocean and polar engineering conference;International Society of Offshore and Polar Engineers . 2016

机译：非粘性土条件下水平荷载注入桩的变形行为（FINO1）
5. Use of Reusable Test Pile for Pile Design as Informed by Full Scale Pile Load Tests. [D] . Rossiter, Anthony Maxwell. 2017

机译：可重复使用的测试桩在桩设计中的使用，如全尺寸桩载荷测试所述。
6. Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor [O] . Yonghong Wang, Xueying Liu, Mingyi Zhang, 2020

机译：基于硅压阻传感器的PHC管桩穿透引起桩-土界面超孔隙水压力的现场测试
7. HORIZONTAL BEHAVIOR OF AN EARTHQUAKE-PROOF PILE GUARDED WITH OUTER SHEATH PILE : Part 2 Seismic horizontal capacity of an earthquake-proof pile composed with a PHC-pile and a steel pile [O] . Akihiro TAKEUCHI, Satoru KAZAMA 2001

机译：用外套桩防护防震桩的水平行为：用PHC桩和钢桩组成的地震防治桩的震动水平容量
8. Implementation of Pile Group Studies:Pile Loads and Lateral Stability of Piles in Pile Groups and Effects of Pile Cap on Lateral Capacity of Pile Groups. [R] . kim, jai b. currato,peter j. 1975

机译：桩群研究：桩群桩荷载和桩侧向稳定性及桩帽对群桩侧向承载力的影响。

HORIZONTAL BEHAVIOR OF AN EARTHQUAKE-PROOF PILE GUARDED WITH OUTER SHEATH PILE : Part 3 Coupling conditions of an outer sheath pile tip to a main pile

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