下了，可以用。我这有使用视频，要的说一下。
-m-~ SLOPE 2000 ver. 2.4 by Dr. Y.M. Cheng
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T%:}/@ Special Features of Slope 2000 :
|i|>-|`! YUc&X ^O Thank you for trying Slope 2000 for your analysis. Slope 2000
\oaO7w,:" is a new era in slope stability analysis. It can locate the
M N#\P1 critical failure surface of a slope under general conditions
H*!E*_ with general constraints. The shape of the failure surface can
Wx^L~[l be either circular or non-circular. It is probably the first
3vMfms program which can actually locate the critical non-circular
BK -{z).) failure surface of a slope under general conditions.
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2"13!s In fact, most of the existing programs can only locate the critical
k<AnTboa circular failure surface using a user defined grid as the centre of
U/TF,JUI rotation. Some programs (most notably Stabl or various programs
WyO10yvR derived from Stabl) offer a search for critical non-circular failure
yJ?4B?p( surface using a random generation of non-circular failure surface.
f):|Ad| This approach requires large number of evaluations to achieve a good
h>fY'r)DAx accuracy as the program actually does not search for the critical failure
O* 7" Q& surface. Slope 2000 is also probably the first program using the simulated
VkUMMq{ annealing technique to locate the critical failure surface. The user can
R@ihN?k control the convergence criterion for the location of the critical failure
6 s*#y [$ surface which is another special feature not available in other
mH;\z;lyK similar programs.
X)'uTf0 `i<U;?=0' The third important feature of Slope 2000 is the ability to generate
C7nLa@ graphics file in several bitmap and vector formats. The Winodws version
TT> ;!nb of Slope 2000 can also send the graphics to the clipboard for various
UD .$C purposes.
) K%AbKn b2 ZKhS8 The fourth important feature of Slope 2000 is the incorporation of circular
$L3UDX+F 3D analysis using the Janbu simplified and rigorous method, Bishop method,
BCFvqhF7s Spencer method.
k /*r2 C -`A6K!W&~p General capability of Slope 2000 :
g<tr |n &L;0% Slope 2000 can accept :
3Hr ZN+D 1. Any number of soil defined by any number of co-ordinates.
RU@`+6 j+ 2. It can accept any number of vertical and horizontal surcharge loads.
tNq~M 3. It can accept any number of soil nails/geotextiles.
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61, 4. Perch water table and earthquake loads can also be used in the analysis.
6)Kg!.n%f 5. No initial trial failure is required to be defined in the location
Bl(we/r of the critical failure surface.
_57i[U r w%`7,d u| For 2D analysis, the methods of analysis available are :
yQ h":"$k ?a(ApD\ 1. Bishop's method
VJm).>E3k 2. Janbu's simplified method
mgg/i@( 3. Janbu's rigorous method
uN'e~X6 4. Fellenius and Swedish's method
0*+i~g,Kl@ 5. Sarma's method
KecR jon ~ 6. China load factor method
{Z$Aw4a"d 7. Morgenstern and Price method (4 types of internal force function which can
+$ P0&YaQ model Corps of Engineers, Lowe-Karafiath and Fredlund-Wilson_Fan interslice
HD$W\P force function).
mhVSZhx| 8. Coprs of Engineer's method
{wK98 >$a 9. Lowe Karafiath's method
rBT#Cyl 10. GLE
\]GBd~i< 11. Extremum principle - you can determine f(x) or progressive failure from it.
0<fN<iR` No such function in other programs.
3Ju<jXoo! me E&, { For 3D analysis, the methods of analysis available are :
Z}WMpp^r 1. Bishop's method
RtN5\ 2. Janbu's simplified method
)$Mgp *? 3. Janbu's rigorous method
^
@sg{_.~l 4. Morgenstern and Price's method (same capability as 2D case with Spencer's
(rvK@ method as a special case).
=%p 0r z|b 5. Sarma's method
+1_NB;,e 6. Coprs of Engineer's method
s:6H^DQ"C 7. Lowe Karafiath's method
"*<9)vQ6| J](AJkGzK s<aJ pi{n4 7RDfhKdb Platform :
V|DAw[!6N LG@5Z- Slope 2000 is available for Windows and Linux at present and older version
iz& )FuOr of SLOPE 2000 can support Dos.
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wU0TZ 6 fL=2a Please give your comments, suggestion and bug description (if any) to the
g&X$)V4C author at the following address :
)%gi gQZ+ YGNO]Q~A Dr. Y.M. Cheng
h>q& X4- Department of Civil and Structural Engineering
yX / 9jk Hong Kong Polytechnic University, Hong Kong
}c$Zlb email :
ceymchen@polyu.edu.hk m{; 2! fax : (852)-23346389
6> X7JMRY tel : (852)-27666042
a! ]'S4JS web :
ceymchen@polyu.edu.hk
