Research Review on Bearing Capacity of Pile Foundation under Complex Loads

Abstract:

With the deepening of China's urbanization, the urban construction land in the mountainous areas is becoming increasingly tense, more and more bulidings pile had to be built on the hillsides. The pile is not only as foundation, but also have the role of reinforcement slope, its mechanical property is complex more than the anti-slide pile and ground piles under lateral load. Now the analysis against its bearing characteristics and deformation mechanism are not perfect, carrying out a thorough and meticulous research review is necessarily. Based on the review of current study on pile under icomplex loads, the present study provides a train of thought for further research on the behavior of pile under complex load.

• Periodical: Applied Mechanics and Materials (Volumes 256-259)
• Pages: 125-128
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.256-259.125
• Online since: December 2012
• Authors: Jian Wei Zhang*, Qing Mei Kong, Bo Wang
• Keywords: Bearing Capacity, Inclined Load, Pile

References

[1] Meyerhof G G, Sastry V V R N. Bearing capacity of rigid piles under eccentric and inclined loads,. Canadian Geotechnical Journal, 1985, 22(6): 267-276.

DOI: 10.1139/t85-040

[2] Sastry V V R N, Meyerhof G G, Koumot O T. Behavior of rigid piles in layered soils under eccentric and inclined loads,. Canadian Geotechnical Journal, 1986, 23(1): 451-457.

DOI: 10.1139/t86-075

[3] Meyerhof G G. Bearing capacity and settlement of pile foundation, 11th Terzaghi lecture, ASCE-Journal of the geotechnical engineering division, 1976, 102(3): 195-228.

DOI: 10.1061/ajgeb6.0000243

[4] Sastry V V R N, Meyerhof G G. Behavior of flexible piles in layered sands under eccentric and inclined loads, Canadian Geotechnical Journal, 1994, 31(2): 513-520.

DOI: 10.1139/t94-060

[5] Sastry V V R N, Meyerhof G G. Behavior of flexible piles under inclined loads, Canadian Geotechnical Journal, 1990, 27(1): 19-28.

DOI: 10.1139/t90-003

[6] Sastry V V R N, Meyerhof G G. Behavior of flexible piles in layered clays under eccentric and inclined loads, Canadian Geotechnical Journal, 1994, 32(3): 387-396.

DOI: 10.1139/t95-043

[7] Georgiadis K, Georgiadis M, Undrained Lateral Pile Response in Sloping Ground, Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(11): 1489-1500.

DOI: 10.1061/(asce)gt.1943-5606.0000373

[8] Muhannad T S, Thomas V V, & Sri S, Behavior of Driven Ultrahigh-Performance Concrete H-Piles Subjected to Vertical and Lateral Loadings , Jouranl of Geotechnical and Geoenvironmental Engineering, 2010, 136(10): 1403-1413.

DOI: 10.1061/(asce)gt.1943-5606.0000350

[9] Meyerhof G G. Ultimate capacity of flexible piles under eccentric and inclined loads , Canadian Geotechnical Journal, 1989, 26(2): 34-42.

DOI: 10.1139/t89-004

[10] Zhao Minghua, Wu ming & Zou Xinjun. Research Status Quo and Development Trends of Piles under Inclined Loads, Jouranal of Hunan University(Natural Sciences), 2003, 30(4): 73-77.

[11] Zhao Minhua, Zou Xinjun, Zou Yinsheng, et al. BEHAVIOR OF PILES UNDER INCLINED LOADS BY THE IMPROVED FINITE ELEMENT-FINITE LAYER METHOD, ENGINEERING MECHANICS, 2004, 21(3): 129-133.

[12] Li Weizhe, Zhao Minhua, Shan Yuanming, et al., Analysis of Single Pile under Eccentric and Inclined Loading, Central South Highway Engineering, 2005, 30(3): 53-57.

[13] Zhao Minhua, Li Weizhe, Yang Minghui, et al., Analysis of single piles under eccentric and inclined loads in layered soils, Rock and Soil Mechanics, 2007, 28(4): 670-674.

[14] Yin Wuxian, Yao Wenjuan, Cheng Zekun. Numerical investigation on interaction of axial and lateral response for super-long pile, HYDRO-SCIENCE AND ENGINEERING, 2009, (2): 15-20.

[15] Zhao Minghua, Li Weizhe, Yang Minghui et al. Amodel test study on displacement of piles under inclined and eccentric loads in layered soils, CHINA CIVIL ENGINEERING JOURNAL, 2006, 39(12): 95-99.