Stability Monitoring Analysis on Side Slope Engineering Management of Longmenhao Primary School

Article Preview

Abstract:

Through doing spot monitoring on stability of slope engineering management of Longmenhao Primary School, this paper does analysis on monitoring data for one month. Analysis results show that all of accumulation maximum displacement, change rate of horizontal displacement and accumulation maximum settlement of slope of Longmenhao Primary School do not surpass warning value thus knowing that slope of this section is basically stable which also provides references for stability detection analysis of engineering management.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

778-781

Citation:

Online since:

July 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] JGJ/T8-2007 Code for deformation measurement [S]. BeiJing: China architecture&Building press, 2007, 9.

Google Scholar

[2] GB50330-2002 Technical code for building slope engineering[S];BeiJing: China architecture& Building press, 2002, 5.

Google Scholar

[3] YS5229-1996 Code for monitoring of geotechnical engineering[S]. BeiJing: China planning press, 1996, 11.

Google Scholar

[4] GB50308-2008 Code for urban rail transit engineering survey[S]. BeiJing: China architec- ture&Building press, 2008, 3.

Google Scholar

[5] GB50497-2009 Technical code for monitoring of building excavation engineering[S]. BeiJing: China planning press, 1996, 11. 2009, 3.

Google Scholar

[6] JGJ120-99 Technical specification for retaining and protection of building foundation excavations[S]. BeiJing: China architecture&Building press, 2012, 10.

Google Scholar