The Behavior of Piled Bridge Abutments Subjected to Lateral Soil Movements - Design Guidelines - |
이진형
(연세대학교 공과대학 토목공학과)
서정주 (연세대학교 공과대학 토목공학과) 정상섬 (연세대학교 공과대학 토목공학과) 장범수 (시설안전기술공단 기술개발지원실) |
1 |
Finite element analysis of bridge abutments od firm clay
/
DOI ScienceOn |
2 |
/
|
3 |
Numerical modelling of piled bridge abutments on soft ground
/
DOI ScienceOn |
4 |
/
|
5 |
橋臺側方移動關硏究
/
|
6 |
/
|
7 |
Some unmerical experiments with a three dimensional finite element model of a laterally loaded pile
/
DOI ScienceOn |
8 |
Interaction factors of onerow pile groups subjected to lateral soil movements
/
과학기술학회마을 |
9 |
Design of piled bridge abutments on soft clay for loading from lateral soil movements
/
DOI ScienceOn |
10 |
/
|
11 |
/
|
12 |
/
|
13 |
Analysis of piles subjected to embankment induced lateral soil movements
/
DOI ScienceOn |
14 |
/
|
15 |
수동말뚝의 해석기법
/
|
16 |
/
|