Analysis of Displacement Caused by Excavation at the Existing Bridge Abutment Cone

Ze Pei Xu; Xi Bing Li

doi:10.4028/www.scientific.net/AMM.353-356.100

Paper Titles

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Method for Calculating Active Earth Pressure of Retaining Wall Based on Energy Theory
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The Numerical Analysis of Stability against Upheaval of Foundation Pit
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Analysis of Displacement Caused by Excavation at the Existing Bridge Abutment Cone
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The Advanced Destruction of Submarin Sandy Slopes
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The Elasto-Plastic Waves of Solids with Dilatancy Effect
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The Analysis about Seepage of the Bank Slope under the Cycle Rising and Drawdown of Reservoir Water Level
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Analysis of Displacement Caused by Excavation at...

Analysis of Displacement Caused by Excavation at the Existing Bridge Abutment Cone

Abstract:

Excavation of existing bridge abutment cone is different from excavation of foundation pit, and the bridge abutment is also different from the slope. During the course of construction at the cone, the settlement and horizontal displacement come into being, but the disciplines of them are very different from the foundation pit and slope. With the engineering example, the discipline of deformation along the length of excavation area is got by monitoring on the abutment surface. The conclusion can provide basis for the reinforcement design of the excavation area at the bridge abutment cone.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

100-103

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.100

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Online since:

August 2013

Authors:

Ze Pei Xu*, Xi Bing Li

Keywords:

Bridge Abutment Cone, Deformation Observation, Filling at Bake Wall

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References

[1] Liu Jinlong. Study on Stability of Slope and Mechanisms of Deformation and Failure of Embankment. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, (2007). [in Chinese].

Google Scholar

[2] Bai Baohua. Analysis on the influences of inside reinforcement on deformation of foundation pit Shanxi Architecture, (2007), (04): 112-113. [in Chinese].

Google Scholar

[3] Zheng Dongjian, Gu chong-shi, Wu zhong-ru. Time Series Evolution Forecasting Model of Slope Deformation Based on Multiple Factors. Journal of Rock Mechanics and Engineering, (2005), (17): 3180-3184. [in Chinese].

Google Scholar

[4] Deng Huafeng, Li Jianlin, Yi Qinglin, Wang Lehua, Meng Heng. Research on unloading deformation of soft rock high slope. Rock and Soil Mechanics, (2009), (06): 1731-1734+1740. [in Chinese].

Google Scholar

[5] Yu Keping, Cheng man, she Xuesen. Deformation property about abutment based on striking back subgrade of abutment under strong vibrating force. School of Highway, Chang'an University, (2003), (03): 12-13+43. [in Chinese].

Google Scholar

[6] Wang Jingjing, Zhang Ming, Liu Junwei, Zhao Hongfu. Discussion on Deformation Mechanism and Supporting Theory of Deep Excavation for Foundation. Industrial Construction, (2008), (S1): 752-754. [in Chinese].

Google Scholar

[7] Xu Xichang. Earth Pressures and Deformation Analysis of Deep Excavation, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, (2004). [in Chinese].

Google Scholar