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A streamline solution for rigid laterally loaded piles in permafrost
A. FORIEROD B. LADANYI AN
~cole Polytechnique de Montreal, Box 6079, Station A , Montreal, Que., Canada H3C 3A7
Received December 2, 1988 Accepted May 11, 1989

Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Depository Services Program on 05/28/13 For personal use only.

A streamline solution for the design of laterally loaded rigid piles in permafrost is presented. The proposed method relies on a power law

A streamline solution for rigid laterally loaded piles in permafrost
A. FORIEROD B. LADANYI AN
~cole Polytechnique de Montreal, Box 6079, Station A , Montreal, Que., Canada H3C 3A7
Received December 2, 1988 Accepted May 11, 1989

Can. Geotech. J. Downloaded from www.nrcresearchpress.com by Depository Services Program on 05/28/13 For personal u…(투비컨티뉴드 )
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[원서] Foriero A., Ladanyi B. - A streamline solution for rigid Laterally loaded piles in permafrost

[원서] Foriero A., Ladanyi B. - A streamline solution for rigid Laterally loaded piles in permafrost
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[원서] Foriero A., Ladanyi B. - A streamline solution for rigid Laterally loaded piles in permafrost , [원서] Foriero A., Ladanyi B. - A streamline solution for rigid Laterally loaded piles in permafrost기타솔루션 , 솔루션

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