Numerical analysis on dynamic response characteristics of geosynthetic
reinforced embankment under moving load
ZHANG Ling1, 2, OU Qiang1, 2, 3, 4, ZHAO Ming-hua1, 2, DING Xuan-ming3, 4, LIU Jian-fei5
1. College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China
2. Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan University, Changsha, Hunan 410082, China
3. College of Civil Engineering, Chongqing University, Chongqing 400045, China
4. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China
5. China United Engineering Corporation Limited, Hangzhou, Zhejiang 310052, China
Online:2021-10-11
Published:2022-01-12
Contact:
OU Qiang, male, born in 1992, PhD, research associate, mainly engaged in the research on composite foundation and geotechnical reinforcement technology. E-mail: ouq126@cqu.edu.cn
E-mail:zhanglhd@163.com
About author:ZHANG Ling, female, born in 1982, PhD, Associate Professor, mainly engaged in the research on soft foundation treatment and pile foundation.
Supported by:
the National Natural Science Foundation of China (52078205, 52108299), the Natural Science Foundation of Hunan Province, China (2020JJ3013), and the China Postdoctoral Science Foundation (2021M693740).
ZHANG Ling, OU Qiang, ZHAO Ming-hua, DING Xuan-ming, LIU Jian-fei, . Numerical analysis on dynamic response characteristics of geosynthetic
reinforced embankment under moving load[J]. Rock and Soil Mechanics, 2021, 42(10): 2865-2874.