An Urgent Slope Reinforcement for a Power Transmission Tower Foundation

Ji Sheng Lin

doi:10.4028/www.scientific.net/AMR.859.289

Paper Titles

Study on the Optimal Design of the Members of Contaniner Building with Building Materials I: Side Board Optimization
p.270

Analysis on Energy Conservation Materials’ Influence on Energy Saving Construction Cost
p.274

The Study of Classification Analysis on Oil Exploration Research Trends and Digging Technology Based on Properties of Biochemical Materials (2012-2013)
p.280

Study on Application of Monte Carlo Simulation in Construction Schedule Management
p.284

An Urgent Slope Reinforcement for a Power Transmission Tower Foundation
p.289

Influence Analysis of Ground Asymmetric Load to Existing Open Trench Tunnel Based on Soil Arching Effect
p.293

Study on Synchronized Grouting Pressure to Segments of Shallow EPB Shield Tunnel
p.298

The Experimental Study on Internal Force Redistribution of High Strength Steel-High Strength Concrete Continuous Composite Beam
p.304

Theoretical and Experimental Research on Load Transfer of Anchorage Stress in Soil Anchor
p.309

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 859An Urgent Slope Reinforcement for a Power...

An Urgent Slope Reinforcement for a Power Transmission Tower Foundation

Abstract:

The main focus is to present an urgent reinforcement for a power transmission tower foundation beside a slope. The method is based on the theory of the uplift and down-pressure lines in low slope. The strategy adopts the geosynthetic-reinforced gunite concrete and two-storey retaining wall to reinforce the slope. The results show that the theory of the uplift and down-pressure lines in low slope can be used in the slope with the height of 10m by combining retaining wall reinforcement. The heavy excavation under the transmission tower foundation is avoided by using the inclined back along the edge of the balance-weight retaining wall. The compound clay backfill provides sufficient strength for two-storey retaining walls beside the slope.

You might also be interested in these eBooks

Advanced Research on Civil Engineering, Materials Engineering and Applied Technology

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 859)

Pages:

289-292

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.859.289

Citation:

Cite this paper

Online since:

December 2013

Authors:

Ji Sheng Lin*

Keywords:

Geosynthetic, Retaining Wall, Slope Reinforcement, Soil mechanics, Soil-Weigh Method

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] DL/T 5219-2005: Technical regulation for designing foundation of overhead transmission line (China Electric Power Publishing House, Beijing 1987). (in Chinese).

Google Scholar

[2] DL/T 5092-1999: Technical code for designing 110～500kV overhead transmission line (China Electric Power Publishing House, Beijing 1987). (in Chinese).

Google Scholar

[3] Jingpeng Hou, Yanxia Li, Zitang Sun: Unbalanced Tensions and Vertical Space Calculation of Tranmission Lines under Non-uniform Ice-coating and Ice-Shedding, Energy Procedia, 17(B)(2012), p.1034–42.

DOI: 10.1016/j.egypro.2012.02.204

Google Scholar

[4] Huang W. F., Mo H. H., Fang Y. G.: A Pile-Soil Contact Element Modification for Analysis of a Middle Pile in a Piled Embankment with Geosynthetic, Electronic Journal of Geotechnical Engineering, 18R(2013), pp.3933-42.

Google Scholar

[5] Young-Suk Song, Won-Pyo Hong, Kyu-Seok Woo: Behavior and analysis of stabilizing piles installed in a cut slope during heavy rainfall, Engineering Geology, 129–130(2012), pp.56-67.

DOI: 10.1016/j.enggeo.2012.01.012

Google Scholar