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- W2402274944 abstract "A self-supported double soldier pile wall system used in the vertical excavation is eminent for its superiority on easy and rapid construction and its capability of reducing the deformation of retaining wall. A series of centrifuge model tests in an acceleration of 30 g were conducted to study the behaviors of self-supported single and double soldier pile wall system in sandy soils. The models were performed to investigate the external stability of wall and deformation behaviors in the different test conditions. The double soldier pile wall system can effectively reduce the surface settlement, horizontal displacement and tilt angle of wall and maximum bending moment on the wall to more than a half of those experienced in the single solider pile wall system. In the study, a relation of the maximum horizontal displacement on the wall and the surface settlement trough are proposed to evaluate the degree of impact on neighboring buildings." @default.
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- W2402274944 date "2007-01-01" @default.
- W2402274944 modified "2023-09-26" @default.
- W2402274944 title "Deformation of Vertical Excavation With Self-supported Double Soldier Pile Wall System" @default.
- W2402274944 hasPublicationYear "2007" @default.
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