Anchored Bulkheads: Horizontal and Sloping Anchors

Browzin, Boris S.

doi:10.1061/ajgeb6.0001134

Cited by 3 publications

(1 citation statement)

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“…The soil nailing wall as a new kind of flexible active supporting mode, which have been rapid promoted and applied in engineering fields such as soil excavation and slope stability because of its reliable economic and fast construction [2][3][4][5] . Especially after the "5.12" earthquake, a lot of slope disasters caused by collapse, landslide and so on became the main factor of blocking traffic [6][7][8] . But the survey found [9,10] , many through flexible retaining structure and anchor slope is still standing, can normal use, it left a lot to be thinking place for us.…”

Section: Introductionmentioning

confidence: 99%

The Engineering Application of New Method for Calculating Seismic Active Earth Pressure of Soil-Nailing Retaining Structures

Wang

2014

AMR

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Based on the method for calculating seismic active earth pressure of soil-nailing retaining structures literature [ , the effect of horizontal seismic coefficient on seismic active earth pressure and the most dangerous sliding are analyzed in connection with practical engineering projects, and compared with the result which is not considered the seismic action. Results show that The existence of soil nails can effectively reduce the lateral pressure of supporting structures under earthquake ground motions and make the sliding surface slowly move to the wall back; Increased along with the height of soil nailing wall;With the increase of the height of soil nailing wall ,facing wall the sliding movement amplitude increase under the action of earthquake, and the soil nail length is growing.

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