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Investigating the Effect of Distance and Diameter Ratio of Elliptical Piles on the Amount of Force Exerted by Waves in the Pile Groups with Regular Layout

机译：调查椭圆形桩与直径比与普通布局施加在桩基中施加的力量的效果

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M. Ghatarband; M. Behdarvandi Askar;
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年度 2018
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1. Investigating the Effect of Distance and Diameter Ratio of Elliptical Piles on the Amount of Force Exerted by Waves in the Pile Groups with Regular Layout [J] . M. Ghatarband, M. Behdarvandi Askar Journal of Applied Engineering Sciences . 2018,第1期

机译：研究椭圆桩的距离和直径比对规则布局桩组中波浪施加的力的影响
2. Numerical Simulation of Base Shear Forces and Moments Exerted by Waves on Large Diameter Pile [J] . Cheng You-liang, Xue Zhan-pu, Qu Jiang-man, Mathematical Problems in Engineering . 2017,第pta7期

机译：大直径桩上波浪施加的基础剪力和弯矩的数值模拟
3. IMPULSIVE BREAKING WAVE FORCES ON AN INCLINED PILE EXERTED BI RANDOM WAVES [J] . K. Shiota, K. Tanimoto, S. Takahashi, Proceedings of the International Conference on Coastal Engineering . 1986,第20期

机译：倾斜桩施加的双向随机波上的脉冲破裂波力
4. CFD Investigation of regular wave forces on pile group foundation in China-Maldives Friendship Bridge [C] . Ningbo Gao, Hong Zhang, Jianmin Yang, International ocean and polar engineering conference;International Society of Offshore and Polar Engineers . 2018

机译：中国-马尔代夫友谊大桥桩基基础上正向波浪力的CFD研究
5. Finite element analysis of reinforced concrete pile caps to cast-in-shell steel piles. [D] . Kerley, Rebekah F. 2013

机译：钢筋混凝土桩帽到壳式钢桩的有限元分析。
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. FOUNDATIONAL STUDY ON THE RATIO OF DIAMETER AND LENGTH OF FOUNDATION PILE : Part 1-2 Experimental Consideration : Study on Mechanical behavior of Foundation Pile subjected to Combined Stress of Axial Force and Bending Moment [O] . YOSHIKATSU TSUBOI, YASUYOSHI SUENAGA 1967

机译：基础桩直径与长度比的基础研究：第1-2部分实验考虑：基础桩对轴向力胁迫和弯矩胁迫的力学行为研究

Investigating the Effect of Distance and Diameter Ratio of Elliptical Piles on the Amount of Force Exerted by Waves in the Pile Groups with Regular Layout

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