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Pressure grout piles support 230-KV towers in boggy soil
Installation of 40 Mueller-Verpresster piles of chisel type shoe and determination of pile suitability and advantages for transmission tower support; MV piles offer less resistance to driving; uplift tests in boggy soil; test pile was designed to site boring data and assigned design value of 178,000 lb in uplift, with failure predicted at 301,000 lb.
Pressure grout piles support 230-KV towers in boggy soil
Installation of 40 Mueller-Verpresster piles of chisel type shoe and determination of pile suitability and advantages for transmission tower support; MV piles offer less resistance to driving; uplift tests in boggy soil; test pile was designed to site boring data and assigned design value of 178,000 lb in uplift, with failure predicted at 301,000 lb.
Pressure grout piles support 230-KV towers in boggy soil
Power Eng
Aslaksen, G. (author)
Power Engineering ; 68
1964
2 pages
Article (Journal)
English
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