Monitoring of Inland Tide Embankment of Binzhou Port

Abstract:

For the purpose of foundation and structure stability during the construction of tide embankment, three monitoring projects including embankment settlement monitoring, berm platform settlement monitoring and pore water pressure monitoring are installed. Integrated monitoring data shows that foundation appears oversize instantaneous settlement on account of high construction speed, short loading interval at initial stage. Following with the shaping of embankment, stable monitoring data range, slow change rate and high dissipation speed of pore water pressure come along. Based on actual embankment settlement data, consolidation degree of soil mass is high and foundation stability becomes strong by means of hyperbolic curve.

• Periodical: Advanced Materials Research (Volumes 1065-1069)
• Pages: 499-502
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.499
• Online since: December 2014
• Authors: Jian Shan Gao*
• Keywords: Consolidation Degree, Hyperbolic Curve, Monitoring, Stability, Tide Embankment

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