Boeckmann, A. (2015). Performance of pile supported sign structures : [brief] (Report No. 0092-14-02). Wisconsin. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/29505
Boeckmann, Andrew. Performance of pile supported sign structures : [brief]. Report no. 0092-14-02. Wisconsin. Dept. of Transportation, 2015. https://rosap.ntl.bts.gov/view/dot/29505.
Boeckmann, Andrew Performance of pile supported sign structures : [brief]. Wisconsin. Dept. of Transportation, 2015, Report no. 0092-14-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/29505.
Sign structures in Wisconsin are typically supported by drilled shaft foundations or spread
;
footing foundations. However, when the soil conditions are not suitable to be supported on
;
drilled shafts or spread footings, a group of piles could support the foundation. Large sign
;
structures are subject to large lateral wind loads, which result in large lateral forces and overturning
;
moments. These lateral forces and overturning moments produce both uplift loads and downward
;
loads on the pile foundation. However, published methods for designing driven pile groups only
;
address groups subjected either to compression or uplift, not both simultaneously. This research
;
project investigated the behavior of the group of piles under both compression and uplift loads.
Boeckmann, A. (2015). Performance of pile supported sign structures : [brief] (Report No. 0092-14-02). Wisconsin. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/29505
Boeckmann, Andrew. Performance of pile supported sign structures : [brief]. Report no. 0092-14-02. Wisconsin. Dept. of Transportation, 2015. https://rosap.ntl.bts.gov/view/dot/29505.
Boeckmann, Andrew Performance of pile supported sign structures : [brief]. Wisconsin. Dept. of Transportation, 2015, Report no. 0092-14-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/29505.
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