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Lesheng JIN, Zhigang HE, Yadong ZHOU. Monitoring and Analysis of Plastic Drain Plate Preloading Method for Soft Foundation of a Revetment[J]. SOUTHERN ENERGY CONSTRUCTION, 2019, 6(S1): 147-152. DOI: 10.16516/j.gedi.issn2095-8676.2019.S1.028
Citation: Lesheng JIN, Zhigang HE, Yadong ZHOU. Monitoring and Analysis of Plastic Drain Plate Preloading Method for Soft Foundation of a Revetment[J]. SOUTHERN ENERGY CONSTRUCTION, 2019, 6(S1): 147-152. DOI: 10.16516/j.gedi.issn2095-8676.2019.S1.028

Monitoring and Analysis of Plastic Drain Plate Preloading Method for Soft Foundation of a Revetment

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  • Received Date: September 03, 2018
  • Revised Date: September 26, 2018
  •     [Introduction]   To study the deformation characteristics and state of soft foundation treated by plastic drainage plate preloading method before the whole foundation slides and becomes unstable.
        [Method]   Through the comprehensive analysis and study of the monitoring data of pore water pressure, surface water horizontal displacement, deep horizontal displacement of foundation soil and surface subsidence before the integral sliding of revetment foundation.
        [Result]   The results show that the dissipation rate of pore water is far from 70% before the instability of foundation and the load is carried out again. The horizontal displacement rate is 20 mm/d, which is 4 times higher than the control value.
        [Conclusion]   The analysis of the case data can provide technical support and valuable experience for the plastic drainage plate preloading method in soft soil foundation reinforcement with the same or similar conditions.
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