[求救]stabl問題

[jiahong103]

加入土木人討論區粉絲團

大家好:
小弟今天剛碰到要用stabl跑邊坡穩定問題

一開始沒擋土墙單純加載重 是OK的

但是加入檔土牆之後程式碼就出現ERRO(ERROR - PF06) 了

滑動弧沒辦法跑出來...我一一檢查問題，其實在想問題是否出現在建立曲線階段

我作法是
1.先作粗線..地表線(surface boundaries)
2.在作地層線、水位線、構造物線等等

程序也是由左而右 由下而上(應該沒錯吧..還請高手不吝指教)

結果就出現ERRO了 附上文字檔 我上網找 真的資訊滿少的!!

拜託各位大大給予指導

謝謝



** PCSTABL6 **

by
Purdue University
1

--Slope Stability Analysis--
Simplified Janbu, Simplified Bishop
or Spencer`s Method of Slices


Run Date:
Time of Run:
Run By:
Input Data Filename: run.si
Output Filename: result.out
Unit: SI
Plotted Output Filename: result.plt




PROBLEM DESCRIPTION A-A'(平常模式)





BOUNDARY COORDINATES

20 Top Boundaries
30 Total Boundaries


Boundary X-Left Y-Left X-Right Y-Right Soil Type
No. (m) (m) (m) (m) Below Bnd


**** ERROR - PF06 **** Boundaries 23 and 26


**** ERROR - PF06 **** Boundaries 23 and 27


**** ERROR - PF06 **** Boundaries 23 and 28


**** ERROR - PF06 **** Boundaries 23 and 29


**** ERROR - PF06 **** Boundaries 23 and 30

1 0.00 87.00 8.16 87.00 1
2 8.16 87.00 8.16 88.50 1
3 8.16 88.50 15.50 88.50 1
4 15.50 88.50 33.89 88.80 1
5 33.89 88.80 33.89 89.60 5
6 33.89 89.60 34.05 89.60 5
7 34.05 89.60 34.05 88.80 5
8 34.05 88.80 35.28 90.00 1
9 35.28 90.00 38.12 91.00 1
10 38.12 91.00 41.90 92.00 1
11 41.90 92.00 46.93 93.00 1
12 46.93 93.00 48.63 94.00 1
13 48.63 94.00 50.34 95.00 1
14 50.34 95.00 50.90 95.33 1
15 50.90 95.33 52.03 95.51 1
16 52.03 95.51 53.53 95.71 1
17 53.53 95.71 53.53 94.71 1
18 53.53 94.71 54.53 94.71 1
19 54.53 94.71 54.53 95.71 1
20 54.53 95.71 66.43 95.80 1
21 0.00 85.50 15.50 86.29 2
22 15.50 86.29 21.00 86.30 2
23 21.00 86.30 38.12 87.50 2
24 38.12 87.50 48.63 91.80 2
25 48.63 91.80 66.43 93.60 2
26 33.35 88.10 33.35 88.30 5
27 33.35 88.30 33.89 88.30 5
28 33.89 88.30 33.89 88.80 5
29 33.35 88.10 34.05 88.10 5
30 34.05 88.10 34.05 88.80 5
1


ISOTROPIC SOIL PARAMETERS


5 Type(s) of Soil


Soil Total Saturated Cohesion Friction Pore Pressure Piez.
Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface
No. (KN/m3) (KN/m3) (KPa) (deg) Param. (KPa) No.

1 2.1 2.1 0.0 26.0 0.00 0.0 0
2 2.3 2.3 0.0 32.0 0.00 0.0 0
3 2.3 1.3 0.0 34.0 0.00 0.0 0
4 2.3 1.3 0.0 0.0 0.00 0.0 0
5 2.4 2.4 78.3 0.0 0.00 0.0 0
1


BOUNDARY LOAD(S)

2 Load(s) Specified


Load X-Left X-Right Intensity Deflection
No. (m) (m) (KPa) (deg)


1 20.00 32.00 1.2 0.0
2 55.00 65.00 1.0 0.0


NOTE - Intensity Is Specified As A Uniformly Distributed
Force Acting On A Horizontally Projected Surface.