수고하십니다.. 다음사항에 대한 해결책을 구합니다..


1. 경암의 물성치 C값이 크다보니 sunex실행시 문제점 발생

>>> message : RANGE OF PARAMETER IN SOIL DATA

2. slope가 73.3 (1:0.3구배)를 적용시 문제점 발생 (100M 가량의 산능선임)

>>> message : RANGE OF SLOPE DATA


PROJECT 보조여수로 종점부 대각선방향(굴착심도 30m)

SOIL 1 경 암
2.6 1.7 570 44 4700 0 0 0

PROFILE 1 100 1 1

VWALL 1 32.00 0.01198 0.000204 2.1E+07 2.0 0.9 0.3 0

ANCHOR 1 1.0 0.000804 30 16.5 2.0 5 0 0
2 3.5 0.000804 30 15.5 2.0 5 0 0
3 6.0 0.000804 30 14.5 2.0 5 0 0
4 8.5 0.000804 30 13.5 2.0 5 0 0
5 11.0 0.000804 30 12.5 2.0 5 0 0
6 13.5 0.0005067 0 3.0 2.0 0 0 0
7 16.0 0.0005067 0 3.0 2.0 0 0 0
8 18.5 0.0005067 0 3.0 2.0 0 0 0
9 21.0 0.0005067 0 3.0 2.0 0 0 0
10 23.5 0.0005067 0 3.0 2.0 0 0 0
11 26.0 0.0005067 0 3.0 2.0 0 0 0
12 28.5 0.0005067 0 3.0 2.0 0 0 0

Division 0.1
Solution 0
Output 1

STEP 1 excavation to GL-1.5m
iteration 10 0.1
rankine 1.0 0.0 20
slope 73.3
surcharge 1.0
excavation 1.5

STEP 2 ANCHOR 1 and excavation to GL-4.0m
const ANCHOR 1
exca 4.0

STEP 3 ANCHOR 2 excavation to GL-6.5m
const ANCHOR 2
exca 6.5

STEP 4 ANCHOR 3 excavation to GL-9.0m
const ANCHOR 3
exca 9.0

STEP 5 ANCHOR 4 excavation to GL-11.5m
const ANCHOR 4
exca 11.5

STEP 6 ANCHOR 5 excavation to GL-14.0m
const ANCHOR 5
exca 14.0

STEP 7 ANCHOR 6 excavation to GL-16.5m
const ANCHOR 6
exca 16.5

STEP 8 ANCHOR 7 excavation to GL-19.0m
const ANCHOR 7
exca 19.0

STEP 9 ANCHOR 8 excavation to GL-21.5m
const ANCHOR 8
exca 21.5

STEP 10 ANCHOR 9 excavation to GL-24.0m
const ANCHOR 9
exca 24.0

STEP 11 ANCHOR 10 excavation to GL-26.5m
const ANCHOR 10
exca 26.5

STEP 12 ANCHOR 11 excavation to GL-29.0m
const ANCHOR 11
exca 29.0

STEP 13 ANCHOR 12 excavation to GL-30.0m
const ANCHOR 12
exca 30.0
ground settlement
insertion check

END




동림컨설턴트 지반공학부 2003-4514