첨부와 같이 sunex 구동시킨 결과,
상부의 변위가 배면쪽으로 나타나는
전도현상으로 예상될 수 있는
결과가 나타납니다.
실재로 이런 결과가 발생할 수 있는것인지,
아니면 프로그램상의 제약으로 인한 특이한 경우인지,
또는 입력수치의 오류인지 알려주시면 감사하겠습니다.









S U N E X Ver w5.3

elasto - plastic analysis of Step UNderground EXcavation

Copyright (c) 1994 by Geo Group Eng Co., Ltd.
Programmed by Jang Chan Soo, PE. Soil Mechanics and Foundation Engineering

Serial No. : 2004-498 User : (주)대우건설

Geo Group Eng Co., Ltd. grants you the Software and Printed
materials in the SUNEX package under the terms of the Software Licence
Agreement, a paid-up, non-transferable, personal license to use SUNEX
on one computer work station. You do not become the owner of the package
nor do you have the right to copy (except permitted backups of the software)
or alter the software or printed materials. You are legally accountable
for any violation of the License Agreement and copyright, trademark, or
trade secret law.

Any fatal results due to unfavorable data are user's responsibility. Checking
of input data as well as the results are recommended.

This program may be changed without prior notice for improvement.
Any suggestion or advice on the program or manual would be welcomed at 561-3131
or FAX 561-3135




---------------------------------------
E C H O O F I N P U T D A T A
-----------------------------------------
PROJECT 진해소각로 주민편익시설 가시설 검토

SOIL 1 매립토
1.8 0.8 0 30 250 0 0 0
2 퇴적토
1.7 0.7 1.8 0 1000 0 0 0

PROFILE 1 2.66 1 1
2 5.9 1 1
3 9.2 2 2

VWALL 1 9.2 0.0191 0.000226 2.1E+07 1 0 0 0

STRUT 1 0.8 0.01198 7.55 3 0 0 0 0


SLAB 1 2.7 0.15 9.8 0

WALL 1 0 2.55 0.3 0

Division 0.1
Solution 0
Output 0

STEP 1 EXCAVATION TO 2.7
GWL 0.4
SLOPE 30
EXCAVATION 2.7
GROUND SETTLEMENT
DEPTH CHECK


END







S U N E X Ver w5.3 ,Copyright 1994 by Geo Group Eng Co., Ltd.
Serial No. : 2004-498 User : (주)대우건설
Input Data File = jinhae.dat Date : 2005-12-06
Project : 진해소각로 주민편익시설 가시설 검토 Time : 13:40:04
--------------------------------------------------------------------------------
Step No. 1 << EXCAVATION TO 2.7 >>

RESULTANTS OF PRESSURE, DISPLACEMENT, ROTATION, SHEAR, MOMENT etc.
EXCAVATION DEPTH = 2.70
*1 *2 *3
Node Depth Final Wall Rotation Shear Bending Strt/Anchr Strt/Anchr
No. Press Disp. Angle Force Moment Slab Pinit Slab React
(m) (t/m2) (mm) (deg) (t/m) (t-m/m) (t/ea) (t/ea)

1 0.00 0.00 256.03 -2.802 0.00 0.00
6 0.50 0.41 231.58 -2.802 -1.05 -0.20
9 0.80 0.82 216.90 -2.803 2.35 0.01
19 1.80 2.19 168.09 -2.786 1.70 2.52
28 2.70 3.42 124.56 -2.754 -0.82 3.01
33 3.20 2.40 100.60 -2.738 -2.27 2.22
38 3.70 1.38 76.76 -2.729 -3.21 0.83
43 4.20 0.36 52.95 -2.729 -3.64 -0.90
48 4.70 -0.66 29.10 -2.740 -3.56 -2.71
53 5.20 0.60 5.10 -2.762 -4.44 -4.65
58 5.70 -6.39 -19.14 -2.796 -3.03 -6.65
60 5.90 -51.31 -28.93 -2.813 -0.28 -7.19
63 6.20 -0.58 -43.72 -2.838 2.43 -6.48
68 6.70 -0.44 -68.64 -2.873 2.68 -5.19
73 7.20 -0.30 -93.84 -2.900 2.86 -3.79
78 7.70 -0.16 -119.23 -2.918 2.97 -2.32
93 9.20 0.25 -195.87 -2.929 0.00 0.00
Note 1) Final pressure shown are resultant one including earth press., water
press. and other press. both side of wall. (+) when pushes to exca. side
2) Sign of support force is (+) when it pushes to wall side
3) Pressure, Shear and Moment is per m
4) Support Force is t/ea. For Anchor, inclination was included in the
Calculation
노트 1) Final Pressure는 주동측 및 수동측 양측의 토압, 수압 기타 압력을
모두 고려한 함력이다
굴착측으로 작용할때 (+) 이다
2) 지보공의 반력은 배면측으로 밀때 (+) 이다
3) 압력, 전단력 및 모멘트는 벽체폭 1m 당이다
4) 지보공의 축력은 1개당의 값이며, 앵커의 경우, 경사로 인하여
증가된 값이 포함 되어있다







S U N E X Ver w5.3 ,Copyright 1994 by Geo Group Eng Co., Ltd.
Serial No. : 2004-498 User : (주)대우건설
Input Data File = jinhae.dat Date : 2005-12-06
Project : 진해소각로 주민편익시설 가시설 검토 Time : 13:40:04
--------------------------------------------------------------------------------
Step No. 1 << EXCAVATION TO 2.7 >>

Ground Settlement by Caspe(1966) method
(see FOUNDATION ANALYSIS AND DESIGN 4th ed. p659)

Excavation Depth (HW) = 2.70 m
Average Phi to ex. depth = 30.00 Deg
Width of Excavation (B) = 15.10 m
Hp = (0.5 B tan(45+PHI/2) = 13.08 m
Ht = (Hw+Hp) = 15.78 m
Distance of Influnce D=Ht*tan(45-PHI/2)) = 9.11 m

Volume of deflection (Vs) = -0.51953 m3
Settlement at wall Sw = 4 Vs/D = 0.22814 m = 228.14 mm

Distance 0.0*D 0.1*D 0.2*D 0.3*D 0.5*D 1.0*D
( m ) 0.0 0.9 1.8 2.7 4.6 9.1

Settlement(mm) 228.14 184.80 146.01 111.79 57.04 0.00

Note. The results shown are approximation recommended by Caspe.
Error ! Lowest Support Depth <= 0

********* WARNING ! **********************
Calculation not converged in the calculation
The result is not guaranted to be reliable
Check data, change data and run again


Calculation not converged in STEP 1
Change data and run again


TOTAL SOLUTION TIME = 0.26 SEC