2013Unpublished venueRequires access

Subsidence Monitoring Technology of Temporary Railway Bridge Above Deep Pit

Yunming Li

Open publisher page 0 citations

Abstract

Against the background of a static monitoring project of steel latticed column temporary railway above soft soil deep pit,this paper introduces a new practical leveling method which adopts trigonometric leveling instead of second grade leveling,and homemade embedded prisms as elevation starting point,to better assist the Leica TCA1201+Measurement robots' work.Practice shows that this method meets the accuracy requirement and ensures the safe operation of the temporary railway bridge as it enables surveyors avoid working under a dangerous environment.It has a certain guiding significance for future bridge monitoring.

About this research paper

What this paper is about

Against the background of a static monitoring project of steel latticed column temporary railway above soft soil deep pit,this paper introduces a new practical leveling method which adopts trigonometric leveling instead of second grade leveling,and homemade embedded prisms as elevation starting point,to better assist the Leica TCA1201+Measurement robots' work.Practice shows that this method meets the accuracy requirement and ensures the safe operation of the temporary railway bridge as it enables surveyors avoid working under a dangerous environment.It has a certain guiding significance for future bridge monitoring.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Against the background of a static monitoring project of steel latticed column temporary railway above soft soil deep pit,this paper introduces a new practical leveling method which adopts trigonometric leveling instead of second grade leveling,and homemade embedded prisms as elevation starting point,to better assist the Leica TCA1201+Measurement robots' work.Practice shows that this method meets the accuracy requirement and ensures the safe operation of the temporary railway bridge as it enables surveyors avoid working under a dangerous environment.It has a certain guiding significance for future bridge monitoring.

Key concepts: Bridge (graph theory), Engineering, Total station, Subsidence, Forensic engineering, Geology, Geodesy, Structural basin

Related papers

Back to paper searchBrowse research topicsOriginal source
Subsidence Monitoring Technology of Temporary Railway Bridge Above Deep Pit — Research Paper | ScholarLens