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- W2377595937 abstract "Taking the retaining structure of an expansive soil cutting slope as the research background,through monitoring testing elements installed in anchor rods,frame beams and anti-slide piles,the operating characteristics of frame beams with anchor and double-row anti-slid piles in expansive soil slope were studied with comprehensive analysis of measured results and numerical simulation results.The results show that soil pressure distributions in the front and back of the upper embedded pile are triangular,and that in the back of the lower cantilever pile is triangular,but the front is rectangular.The optimum anchoring angel of this testing project is 25°,but the variation of anchoring angel has less impact on the slope stability.When the pile row distance is short,the safety factor increases with the increase of the pile row distance,and the optimum pile row distance is 8 times width of the anti-slide pile." @default.
- W2377595937 created "2016-06-24" @default.
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- W2377595937 date "2013-01-01" @default.
- W2377595937 modified "2023-09-26" @default.
- W2377595937 title "Characteristic analysis of frame beam with anchor and double-row anti-slid piles in expansive soil slope" @default.
- W2377595937 hasPublicationYear "2013" @default.
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