주제분류(KDC/DDC) |
토목역학, 토목재료
|
549
|
10
|
|
주제어 |
concentriccircularstreamline
|
1
|
1
|
|
deepthicksoftground
|
1
|
1
|
|
effectivebearinglength
|
1
|
1
|
|
flow-inducedshearstress
|
1
|
1
|
|
hairpin-reinforced
|
1
|
1
|
|
impermeablelinermaterial
|
1
|
1
|
|
lateralspreading
|
1
|
1
|
|
operatingfacilities
|
1
|
1
|
|
optimum mixed ratio
|
1
|
1
|
|
powdered sludge
|
1
|
1
|
|
pressure and velocity
|
1
|
1
|
|
quasi-steady and irrotational ...
|
1
|
1
|
|
rahmenstructure
|
1
|
1
|
|
relativedisplacementmeasureme ...
|
1
|
1
|
|
roadexpansion
|
1
|
1
|
|
seismic qualification test
|
2
|
2
|
|
softdeposit
|
1
|
1
|
|
spsfc
|
1
|
1
|
|
uncracked concrete
|
1
|
1
|
|
underground temperature
|
1
|
1
|
|
wave-induced overflow
|
1
|
1
|
|
동심원유선
|
1
|
1
|
|
불포화 토양
|
1
|
1
|
|
상대변위측정
|
1
|
1
|
|
압력 및 유속
|
1
|
1
|
|
유사정적비회전류
|
1
|
1
|
|
잔류침하
|
1
|
1
|
|
초기성토단계
|
1
|
1
|
|
roadembankment
|
3
|
2
|
|
initialfillingstage
|
2
|
1
|
|
residual settlement
|
2
|
1
|
|
settlementprediction
|
2
|
1
|
|
stagedfilling
|
2
|
1
|
|
단계성토
|
2
|
1
|
|
침하량예측
|
2
|
1
|
|
feflow
|
3
|
1
|
|
natural soil
|
3
|
1
|
|
도로성토
|
3
|
1
|
|
cast-in-place anchor
|
8
|
2
|
|
differentialsettlement
|
4
|
1
|
|
uncracked and cracked concret ...
|
4
|
1
|
|
cost saving
|
5
|
1
|
|
각변위
|
5
|
1
|
|
angular distortion
|
6
|
1
|
|
crackedconcrete
|
6
|
1
|
|
shear resistance
|
6
|
1
|
|
부등침하
|
8
|
1
|
|
sea dike
|
9
|
1
|
|
coefficientofpermeability
|
10
|
1
|
|
지중온도
|
10
|
1
|
|
unsaturated soil
|
12
|
1
|
|
value engineering
|
13
|
1
|
|
운용
|
14
|
1
|
|
월류
|
14
|
1
|
|
pbd
|
15
|
1
|
|
지하수 함양량
|
16
|
1
|
|
groundwaterrecharge
|
17
|
1
|
|
soft ground
|
18
|
1
|
|
ground improvement
|
20
|
1
|
|
serviceability
|
20
|
1
|
|
지반개량
|
20
|
1
|
|
방조제
|
22
|
1
|
|
수리전도도
|
22
|
1
|
|
pile foundation
|
29
|
1
|
|
전단응력
|
41
|
1
|
|
hydraulicconductivity
|
44
|
1
|
|
연약지반
|
71
|
1
|
|
shear strength
|
196
|
1
|
|
사용성
|
197
|
1
|
|
유지관리
|
188
|
1
|
|
maintenance
|
277
|
1
|
|
안정성
|
227
|
1
|
|
design
|
374
|
1
|
|
stability
|
484
|
1
|
|
계 |
|
3,034 |
87 |
|
* 주제로 분류 되지 않은 논문건수 |
|
0 |
|