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Soil & Water
Engineering Software:
Road Erosion
Fire Effects
Disturbed Forests
Slope Stability
Erosion Modeling
Climate Modeling
Project Leader:
William J. Elliot
Last Revised:
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Soil
and Water Engineering > Modeling
Software > Slope
Stability Software > LISA
and DLISA > LISA and DLISA
Revision History
LISA Version 2.00 (Final Draft)---June 1991
- A separate installation procedure is no longer required. LISA
version 2.00 is distributed as a self-extracting PKZIP file.
To install Version 2.00, navigate to the disk and subdirectory in
which you want LISA, and run LISA200.EXE (see part 2, section 1.2
of the manual). Specifying the path to data files is now performed
from within LISA (see part 2, section 3.4).
- Version 2.00 has an improved user interface, and includes two new
data plotting options -- scatter plot and histogram -- to view the
simulated (or calculated) values of the input variables and several
calculated variables.
- Individual values of soil cohesion (Cs') and friction angle (ø') are
now sampled, rather than values of soil shear strength as was done
in Version 1.05. (Compare section 2.5.2 of the Peer Review Draft
Documentation with section 4.2 of the version 2.0 manual.) This
change was required to make LISA compatible with the Level II
program, Stability Analysis for Road Access (SARA), which requires
individual values for soil cohesion and friction angle in its
computational algorithms
The consequence of this change is that Version 2.00 can handle
correlation between Cs' and ø' only by using the bivariate normal
PDF. All univariate PDF's assume that the correlation coefficient,
r, between Cs' and ø' is zero. In LISA version 1.05 an r between
Cs' and ø' could be specified for any PDF type. When data files
created using Version 1.05 are read into Version 2.00, the PDF types
specified for Cs' and ø' remain unchanged, and the old r value will
appear in a message in the upper left-hand corner of the screen to
alert you that r was non-zero. You may use the old PDF's with an r
of zero, or change to a bivariate normal PDF and use the old r.
Either way, you will get a different answer than you got using
Version 1.05 (see below). We recommend that you do both and compare
the results.
- Because Version 2.00 differs in how it simulates soil shear strength
values, it will give slightly different probability of failure (Pf) values
than does Version 1.05 when the same random number seed is used, even when
Cs' and ø' were not correlated in Version 1.05. Usually the difference is
on the order of a few thousandths. When correlation was considered in
Version 1.05, the difference in Pf values between the two versions can be a
few hundredths, depending on the input PDF's used. However, in general, the
difference should not be greater than the difference in Pf values obtained
by using different random number seeds with one version.
- Version 2.00 will read input data files created with Version 1.05.
However, you do need to be aware of how a correlation between Cs' and ø'
is handled differently in Version 2.00, as discussed below. Data files
can be left in the map unit subdirectories created by Version 1.05 and
accessed using Version 2.00 by specifying the correct path (see part 2,
section 3.4 of the Version 2.0 documentation).
LISA Version 1.05 (Peer Review Draft)---June 1989
DLISA Version 1.05---7/91
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