Research On Structural Testing Analysis And Stability Analysis Of Suspension Anchor Retaining Wall Of Subgrade

Retaining walls has played an important role along with the extending of high-gradehighway from the eastern to the western region. Subgrade cantilever-anchor retaining is a newtype of retaining structure. The new retaining wall has the characteristics of light, lessmasonry, low foundation bearing capacity requirements,so the proposal and research of thisnew type structure has wide practical application prospect. This thesis is absorbed in theanalyzing the stability of the whole structure by continuous data collection and analysis aboutsuspension anchor retaining wall depends on construction of Wu Zhi highway (Wu qi to Zhidan).Firstly, This thesis introduces calculation method of earth pressure,and then summaryand explain the calculation method of earth pressure of the suspension anchor retaining wallin detail.Secondly, This thesis Summarizes the size design and checking methods of various partsof the walls of the suspension anchor retaining wall in detail on the basis of the traditionaltheory and methods of the design of retaining walls.Thirdly，through collating and analysing the measured data of various conditions, thesuspension anchor retaining wall stress patterns and stress distribution were researched.Finally, we determine the rupture plane of Suspension anchor retaining wall suspensionanchor retaining wall by the data calculating. To insure that the retaining wall is stable,weanalyze the stability of each layer anchor plate and checking the stability of the wholestructure by using the line rupture surface method analysis.