Deep Foundation Pit Monitoring Based on CX-3C Inclinometer

Qing Guo Ren; Guang Zhang; Xiao Guang Yue; Wen Cheng Liao

doi:10.4028/www.scientific.net/AMM.484-485.404

Paper Titles

Research on Wireless Positioning Technology Base on ZigBee
p.386

Remote Control of Manipulator Electronic System
p.391

Study on the Heart Sound Signal Denoising Technology Based on Integrated Filtering Algorithm
p.396

Information Monitoring and Management System for Tailings Based on LabVIEW
p.400

Deep Foundation Pit Monitoring Based on CX-3C Inclinometer
p.404

Biomechanical Study of Jump Ability for Aerobics Sports Based on Single Chip Technology
p.408

Analysis Markov Delay Control Strategy for Smart Home Systems
p.413

Scrambling Technology in the Digital Watermarking
p.418

Analysis of Changes in Gas Composition during Startup Process
p.423

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 484-485Deep Foundation Pit Monitoring Based on CX-3C...

Deep Foundation Pit Monitoring Based on CX-3C Inclinometer

Abstract:

Deep soil horizontal displacement monitoring can measure the retaining wall board, row piles deformed shape, reflect the foundation on the vertical profile of horizontal displacement with depth changes in the law, predict foundation stability and security risks. Combined with Wuhan WANGJiaDun Pit Engineering, this article introduce CX-3C inclinometer work principle, put forward the calculated optimization measures of inclinometer, and analysis the main factors which should be considered to arrange the measuring points.

You might also be interested in these eBooks

Green Power, Materials and Manufacturing Technology and Applications III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 484-485)

Pages:

404-407

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.484-485.404

Citation:

Cite this paper

Online since:

January 2014

Authors:

Qing Guo Ren, Guang Zhang, Xiao Guang Yue, Wen Cheng Liao

Keywords:

Calculation Optimization, CX-3C Inclinometer, Monitoring Point Arrangement

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] WANG Ji-hua, PENG Zhen-bin, DU Chang-xue, ZOU Ying. Discussion on Test Principle and Application of Inclinometer [J]. Investigation Science and Technology, 2005, 2. (in Chinese).

Google Scholar

[2] GAO Jun-he, ZHAO Wei-bing, SHI Jian-yong. Inclinometer Research on pit excavation. Journal of Hehai University, 1998, 26(3). (in Chinese).

Google Scholar

[3] HU Jun, DU Jian. Deep foundation inclinometer monitoring techniques and methods of computation improvement [J]. Dam observation and Geothnical Tests, 1991, 21(2). (in Chinese).

Google Scholar

[4] 50497-2009 Construction excavation monitoring technical specifications[S]. (in Chinese).

Google Scholar

[5] SUN Hai-ning. The Optimal Design of Measurement Point Layout for Monitoring of Foundation Pit Engineering [J]. GUANGZHOU ARCHITECTURE, 2012, 40(3). (in Chinese).

Google Scholar

[6] YAN Wen-bin, LI Hong-yi, XU Shun-ming. Research on the Effect by Inclinometer Monitoring Distance in Foundation pit [J]. Engineering Design of the Ground, 2011, 4. (in Chinese).

Google Scholar