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Anchoring Depth Research of Anti-Slide Piles of Anchor Bar in Soil 被引量:6
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作者 Xunchang Li,Yuming Men School of Geological Engineering and Surveying Engineering,Chang’an University,Xi’an 710054,China. 《地学前缘》 EI CAS CSCD 北大核心 2009年第S1期182-182,共1页
The model test result of earth force in the side of anti-slide pile of anchor bars was introduced.There are three groups of the tests.The loads were on the back side of the slope in two groups.The other one was loaded... The model test result of earth force in the side of anti-slide pile of anchor bars was introduced.There are three groups of the tests.The loads were on the back side of the slope in two groups.The other one was loaded just behind the pile by the jack.In order to get the force of the soil,some earth-pressure boxes were used to get the earth pressure on the side of the piles.The part of the max pressure and the earth pressure was mainly focused under the slip line 展开更多
关键词 anti-slide pile of ANCHOR BAR model test ANCHORING DEPTH SLIP line
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