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Horizontal behavior and earthquake resistant capacity of an earthquake-proof pile guarded with outer sheath pile

机译：带外护套防震桩的水平行为及抗震能力

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制度:新 ; 文部省報告番号:甲1637号 ; 学位の種類:博士(工学) ; 授与年月日:2002-03-15 ; 早大学位記番号:新3318 ; 理工学図書館請求番号:2666

机译：系统：新；教育部报告编号：Ko 1637；学位类型：博士（工程学）；授予日期：2002-03-15；早稻田大学注册处编号：New 3318；科学与工程图书馆申请编号：2666

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竹内章博;
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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. Analysis of the influence of pile embedded cap depth on horizontal bearing capacity of PHC pipe pile group with cap [J] . Xue Bai, Guohong Zeng, Zhaosheng Guo E3S Web of Conferences . 2020,第10期

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3. Effects of Pile Tip Support Condition on Pile Behavior under the Action of a Large Earthquake [J] . Shuji Tamura, Koyo Torii, Naoki Iriguchi Journal of geotechnical and geoenvironmental engineering . 2021,第8期

机译：桩尖支撑条件对大地震作用下桩行为的影响
4. Behavior of Pile-Sheet Pile Combined Foundation subjected to Horizontal Cyclic Loading [C] . Y. ISHIHAMA, J. TAKEMURA, S. TAENAKA, Geotechnics for sustainable development . 2011

机译：水平循环荷载作用下桩板桩复合地基性状
5. Some Studies on Uplift Capacity of Pile Anchors and Horizontal Plate Anchors [D] . Deshmukh, Vivek Balwantrao. 2010

机译：桩锚和水平板锚升力容量的研究
6. Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force [O] . Huang Zhanfang, Bai Xiaohong, Yin Chao, 2020

机译：水平地震力下桩液化沙土基础的垂直承载力
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 and earthquake resistant capacity of an earthquake-proof pile guarded with outer sheath pile

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