NAVIGATE

Table of Contents

STATISTICS

Viewed2902

Downloads1905

Study on Dynamic Characteristics of Slantwise GeosyntheticReinforced Embankment under Traffic Load
  PDF下载 (1905)
[1]LUO Lie-ri,ZHENG Jun-jie.Study on Dynamic Characteristics of Slantwise GeosyntheticReinforced Embankment under Traffic Load[J].Journal of Zhengzhou University (Engineering Science),2015,36(04):72-76.[doi:10.3969/ j.issn.1671 -6833.2015.04.017]
Copy
Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 36 Number of periods: 2015 04 Page number: 72-76 Column: Public date: 2015-08-31
Title:
Study on Dynamic Characteristics of Slantwise GeosyntheticReinforced Embankment under Traffic Load
Author(s):
LUO Lie-ri1; 2; ZHENG Jun-jie2
1.Beijing Urban Construction Exploration & Surveying Design Research Institute CO.，LTD.，Beijing 100101，China; 2.School of Civil Engineering and Mechanics，Huazhong University of Science and Technology ，Wuhan 430074,China
Keywords:
reinforced embankment; dynamic characteristics; traffic load; stability; deformation
CLC:
U416.1
DOI:
10.3969/ j.issn.1671 -6833.2015.04.017
Abstract:
The deformation characteristics and overall stability of high embankment under traffic load havebeen widely studied in recent years. Based on numerical simulation method ，the response of embankment un-der dynamic uniform loads acting on the embankment surface is studied. Finally , the impacts of traffic loads’amplitude，frequency and running interval on the embankment response are analyzed. According to the re-sults , the settlements of embankment surface under dynamic traffic loads grow with the cycle index, but the in-crease percentage of deformation diminishes gradually to a stable value. The maximum settlement of embank-ment surface increases with the increment of traffic load’ s amplitude,frequency and the decrement of runninginterval.
References:
-
Similar References:
Memo

-

Last Update:
Copyright © 2023 Editorial Board of Journal of Zhengzhou University (Engineering Science)