A Determination Procedure of Foundation and Pile Bearing Capacity in Slopes

Article Preview

Abstract:

When there is a ramp, the methods of calculating the foundation and pile bearing capacity are different from the plains situation. Many scholars have been studied determination method of the foundation and pile bearing capacity under the condition of slopes. A program is developed based on the results of previous studies, which can calculate the foundation and pile bearing capacity under the condition of slopes. The program using MATLAB software integrates a calculation method of foundation and pile capacity under slope condition. Combined with numerical examples, the results illustrate the upshots of the calculation methods in the program on the basis of the literature by interpolation method with the adjustment coefficients are accurate. And analyzed the influence of slope ratio on the bearing capacity: capacity and slope ratio was negatively correlated, with the slope ratio decreases, the capacity is on the increase, but the degree of increase based on the slope ratio.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2655-2658

Citation:

Online since:

February 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Xie Jianming, Xu Xichang, Chen Shanxiong and Jiang Lingfa, Preliminary Experimental Study on Development of Horizontal Bearing Capacity of Pile Adjacent to Slope, Science Technology and Engineerin, 2013, vol. 13 (17), pp.5031-5036.

Google Scholar

[2] Zhang Zaiming, Zhou Honglei and Gao Wensheng, Review of some problems of theory and practice in foundation design, Proc. the 10th Conference on Soil Mechanics & Geotechnical Engineering, Science Press, 2007, pp.12-31.

Google Scholar

[3] Cheng Liuyong, Chen Shanxiong, Yu Fei, Xu Xichang, Li Jian, Numerical Simulation for Vertical Ultimate Capacity and Influencing Factors of Oblique Slope Pile under Vertical Loads, Science Technology and Engineerin, 2013, vol. 13 (18), pp.5399-5403.

Google Scholar

[4] Li Jian, Chen Shanxiong and Yu Fei, A Method for Searching Potential Failure Surface of Slope Based on Maximum Shear Strain Increment , Rock and Soil Mechanics, 2013, vol. 34 (S1), pp.371-378.

Google Scholar

[5] Xie Jianming, Research on Characteristics of Foundation Bearing Capacity near Slope, [Thesis of Master]. Beijing: University of Chinese Academy of Sciences, (2013).

Google Scholar

[6] Cheng Liuyong, Chen Shanxiong, Yu Fei, Xu Xichang and Li Jian, Numerical Simulation for Vertical Ultimate Bearing Capacity of Piles in Sloped Ground, Science Technology and Engineerin, 2013, vol. 13 (18), pp.5260-5264.

Google Scholar