2006Shanxi ArchitectureRequires access

Underpinning construction techniques of pile foundation of railway bridge

Pei Bao-lu

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Abstract

In view of the work of under ground-cut tunnel beneath railway bridge the underpinning construction method of its pile foundations under dynamic loads is introduced as well as lifting transition technique and displacement monitoring method, which provide good references for pile foundation underpinning and bearing capacity transition under complex geological condition.

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In view of the work of under ground-cut tunnel beneath railway bridge the underpinning construction method of its pile foundations under dynamic loads is introduced as well as lifting transition technique and displacement monitoring method, which provide good references for pile foundation underpinning and bearing capacity transition under complex geological condition.

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Available abstract

In view of the work of under ground-cut tunnel beneath railway bridge the underpinning construction method of its pile foundations under dynamic loads is introduced as well as lifting transition technique and displacement monitoring method, which provide good references for pile foundation underpinning and bearing capacity transition under complex geological condition.

Key concepts: Underpinning, Foundation (evidence), Pile, Bridge (graph theory), Engineering, Work (physics), Displacement (psychology), Civil engineering

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