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DESIGN OF RETAINING WALLS WITH ANTI-SLIDE TIE
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Abstract The design theory of retaining walls with anti-slide tie is studied systematically，and a new method on the design of retaining wall is presented. A nonlinear earth pressure coefficient formula of the earth pressure changing with retaining wall displacement is proposed，and load-deformation relationships of anti-slide tie under horizontal loading are discussed. The proposed method is applied to design of retaining wall with anti-slide tie. Through a case study，the results confirm that the proposed method is reasonable.
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Received: 16 October 2001
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