Performance of Modular-Reinforced Soil-Retaining Walls for an Intercity Railway during Service
Open Access
- 17 May 2022
- journal article
- research article
- Published by MDPI AG in Sustainability
- Vol. 14 (10) , 6084
Abstract
In order to investigate the mechanical behavior of reinforced soil-retaining walls during service, this paper carried out a long-term remote observation test for 6 years on the modular-reinforced soil-retaining wall of the Qingrong intercity railway in eastern China’s Shandong Province. During the construction period, earth pressure boxes, flexible displacement meters, settlement pipes and displacement meters were buried to observe the soil pressure, reinforcement strain, horizontal displacement and settlement of the reinforced earth-retaining wall, respectively, for a long time; then, the results were analyzed to summarize its variation law. The results show that the reinforced earth-retaining wall was stable after one year of construction. It was determined that the strain of reinforcement in each layer decreased with time, culminating in a value of less than 0.88 percent during the 6th year. The maximum horizontal displacement of the wall was 11.43 mm and the maximum settlement of the wall top was 46.77 mm, which were 0.15% and 0.60% of the wall height, respectively. These research results can be applied to the construction and design of reinforced soil-retaining walls in high-speed railways. The effects of the elastic modulus of filler, the tensile modulus of reinforcement and the reinforcement length on the characteristics of the retaining wall were analyzed in the numerical simulation with PLAXIS2D. The results and analysis show: the elastic modulus of filler and reinforcement length have a significant effect on the horizontal displacement of the retaining wall. The results of this experiment can be referenced for engineering projects.Keywords
Funding Information
- Natural Science Foundation of Hebei Province (E2019208159, E2020208071, 1181482, HWEKF202102, STKF201902, A202001030)
- Doctoral Research Startup Fund of Hebei University of Science and Technology (E2019208159, E2020208071, 1181482, HWEKF202102, STKF201902, A202001030)
- Project of Talent Introduction of Hebei Province in 2021 (E2019208159, E2020208071, 1181482, HWEKF202102, STKF201902, A202001030)
- Hebei Key Laboratory of Geotechnical Engineering Safety and Deformation Control (E2019208159, E2020208071, 1181482, HWEKF202102, STKF201902, A202001030)
- Key Laboratory of Roads and Railway Engineering Safety Control (E2019208159, E2020208071, 1181482, HWEKF202102, STKF201902, A202001030)
- Ministry of Education (E2019208159, E2020208071, 1181482, HWEKF202102, STKF201902, A202001030)
- the 333 talent project of Hebei Province (E2019208159, E2020208071, 1181482, HWEKF202102, STKF201902, A202001030)
This publication has 23 references indexed in Scilit:
- Performance of reinforced soil walls during the 2011 Tohoku earthquakeGeosynthetics International, 2014
- Seismic response of multi-tiered reinforced soil retaining wallsSoil Dynamics and Earthquake Engineering, 2014
- Design and construction of geosynthetic-reinforced soil structures for Hokkaido high-speed train lineTransportation Geotechnics, 2014
- Geosynthetic-Reinforced Soil Structures for Railways in JapanTransportation Infrastructure Geotechnology, 2014
- Evaluation of the effects of facing stiffness and toe resistance on the behavior of GRS wallsGeotextiles and Geomembranes, 2013
- Evaluation of the effect of compaction on the behavior of geosynthetic-reinforced soil wallsGeotextiles and Geomembranes, 2012
- Long-term lateral displacement of geosynthetic-reinforced soil segmental retaining wallsGeotextiles and Geomembranes, 2012
- Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load: Full-scale load test and 3D finite element analysisGeotextiles and Geomembranes, 2008
- The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining wallsCanadian Geotechnical Journal, 2006
- Measured behavior of a geosynthetic-reinforced segmental retaining wall in a tiered configurationGeotextiles and Geomembranes, 2004