A Cause Study of the Remediation of an OffAligned Viaduct Pier

›› 2017, Vol. 31 ›› Issue (6): 667-669.

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A Cause Study of the Remediation of an OffAligned Viaduct Pier

WANG Junrong1, YIN Jianguang2

(1.Hangzhou Building Design Optimization Architectural Design Consulting Co. Ltd., Hangzhou 310016;
2.China United Engineering Co., Hangzhou 310016)

Received:2016-12-22 Revised:2017-01-04 Online:2017-12-20 Published:2017-12-27

Abstract

Abstract: The construction quality of the engineering is frequently defective. If these flawed elements are completely rejected and reconstructed, it is usually associated with large construction cost increase and delayed schedule. In the reinforced concrete bored pile in soft soil, it is especially difficult for the reconstruction of a new bored pile at the original location. This paper presents a case study of the remediation of a defective reinforced concrete bored pile. The constructible, reliable, safe and cost effective solutions have also proposed. \=

Key words: Piled Foundation, Thick Pile Caps, Soil Movements

WANG Junrong1, YIN Jianguang2. A Cause Study of the Remediation of an OffAligned Viaduct Pier[J]. , 2017, 31(6): 667-669.

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A Cause Study of the Remediation of an OffAligned Viaduct Pier

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