Geometry Optimization and Engineering Applications of Transmission Tower Foundation in the Slope

Author:

Peng Bin1,Wang Xing Yun1,Wang Yu1,Huang He1

Affiliation:

1. Hubei Electric Power Survey and Design Institute

Abstract

Combining with practical engineering, geometry optimization and engineering applications of transmission tower foundation in the slope is researched by using the finite-difference software FLAC3D. The variation of the pullout, vertical and horizontal ultimate bearing capacity with the diameter and length of the pile is analyzed. And optimization program of actual project is given. Research shows that when the pile length is constant, the variation of the pullout and vertical ultimate bearing capacity is increasing with the diameter increasing significantly and the horizontal ultimate bearing capacity is not significant. When the diameter is constant, the pullout, vertical and horizontal ultimate bearing capacity is increasing with the length increasing significantly. By analyzing nonlinear regression analysis of calculation data, the formula of the ultimate bearing capacity is carried out, which can consider the different pile diameters and lengths. When the gradient and distance of slopes is constant, the pullout, vertical and horizontal ultimate bearing capacity can be carried out with the formula, which can provide a reference to specification revision and engineering.

Publisher

Trans Tech Publications, Ltd.

Reference8 articles.

1. YU Xin-cai, LI Jian, SHANG Yi-min. Numerical Simulation Research on the Slope Foundation Bearing Capacity and the Influencing Factors[J] . Science Technology and Engineering. 2012(35): 9753-9760.

2. CHEN Hui-fa. Limit Analysis and Soil Plasticity[M]. Beijing: People's Communications, (1995).

3. LI Jin, FENG Zhong-ju, XIE Yong-li. Numerical Simulation of Large Diameter Hollow Pile Bearing Performance [J] . Journal of Chang'an University Natural Science, 2004(04): 36-39.

4. CHEN Tie-bing. Parametric Analysis of Vertical Ultimate Bearing Capacity of Precast Concrete Pile Using Artificial Neural Network[J] . Journal of Highway and Transportation Research and Development, 2007(11): 87-90.

5. WNAG Xiao-mou, XU Shou-guo. Cable Lengthening and Internal Foree Correetion in Suspension-Bridge RePairing[J]. Journal of Chang'an University Natural Science, 1993(03): 38-45.

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