Correction to: Load-Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields

Valikhah Fatemeh; Eslami Abolfazl; Veiskarami Mehdi

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Correction to: Load-Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields

机译：使用基于CPT的应力和应变场对以下问题进行校正：砂中打入桩的荷载-位移特性

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《International Journal of Civil Engineering,Transaction A:Civil Engineering》 |2019年第12期|1971-1971|共1页
作者
Valikhah Fatemeh; Eslami Abolfazl; Veiskarami Mehdi;
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Amirkabir Univ Technol Sch Civil & Environm Engn Tehran Iran;

Shiraz Univ Dept Civil & Environm Engn Shiraz Iran;

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1. Load-Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields [J] . Valikhah Fatemeh, Eslami Abolfazl, Veiskarami Mehdi International Journal of Civil Engineering,Transaction A:Civil Engineering . 2019,第12期

机译：基于CPT应力场和应变场的砂土中打入桩的荷载-位移特性
2. Database Assessment of CPT-Based Design Methods for Axial Capacity of Driven Piles in Siliceous Sands [J] . James A. Schneider, Xiangtao Xu, Barry M. Lehane Journal of geotechnical and geoenvironmental engineering . 2008,第9期

机译：基于CPT的硅质砂土打入桩轴向承载力设计方法数据库评估
3. Field Behavior of Driven Prestressed High-Strength Concrete Piles in Sandy Soils [J] . Z. X. Yang, W. B. Guo, F. S. Zha, Journal of geotechnical and geoenvironmental engineering . 2015,第6期

机译：砂土中驱动预应力高强混凝土桩的现场特性
4. CPT-based design method for steel pipe piles driven in very dense silica sands compared to the Euripides pile load test results [C] . P.Y. Foray, J.-L. Colliat International Symposium on Frontiers in Offshore Geotechnics . 2005

机译：基于CPT的钢管桩的设计方法，在非常致密的二氧化硅砂中驱动的钢管桩与Euripides桩载重试验结果相比
5. In situ stresses and capacity of driven piles in sand. [D] . Sabry, Mohab. 2005

机译：砂土中的原位应力和打桩能力。
6. Field Performance of Open-Ended Prestressed High-Strength Concrete Pipe Piles Jacked into Clay [O] . Hai-Lei Kou, Wen-Zhou Diao, Tao Liu, 2018

机译：开口预应力高强混凝土管桩挤入黏土的现场性能
7. Field behavior of driven prestressed high-strength concrete piles in sandy soils [O] . Yang ZX, Guo WB, Zha FS, 2015

机译：砂土中驱动预应力高强混凝土桩的现场特征
8. Approximate Analysis on Strain Rate Effects and Behavior of Stress and Strain Fields at the Crack Tip in Mode II in Metallic Materials. Appendix Number 1. [R] . Varfolomeyev, I. V., Klepaczko, J. R. 1992

机译：金属材料Ⅱ型裂纹尖端应力和应变场应变率效应及行为的近似分析。附录1。

Correction to: Load-Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields

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