e XXXIX-B8, 2012
rom data with known
factors, ANN is used to
2011). In this paper, we
y the connection weights
poral ground and remote
evaluation and mapping
(D DATA
urope Continent, on the
, and covers about 9.6
des 3.85?N and 53.56?N,
5.08?E). The terrain of
t. Mountain, plateau and
a; basin and plain cover
untries which are most
1e studies indicated that
a steep slope such as the
one, and the gorges with
ectonic belt (fractures or
il (loose covering layer,
1 some areas with heavy
or nearly 60 years were
reports, yearbooks, and
'eological Environmental
tp://www.cigem.gov.cn/);
w irisknet.cn/); Geostress
g Database (GGDQD,
China Statistical
- landslide reports (from
80s, numbers of reports
e government's attention.
slide reports of the south
her regions.
previous mentioned can
Nu and Sidle, 1995):
ave decision effects on
rphology, slope gradient,
/, vegetation cover, flow
landslide suddenly, such
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXIX-B8, 2012
XXII ISPRS Congress, 25 August — 01 September 2012, Melbourne, Australia
Obviously, the variation of external factors is a short process,
and usually unpredictable; the distribution of internal factors
act on LS. The relevant data were provided by the National
Geomatics Centre, and network:
Table 1. Data sources and specific use.
(https://modaps.nascom.nasa.gov:8499/,http://srtm.csi.cgiar.org
/SELECTION/inputCoord.asp)(Tablel).
Data types Description Specific use
Satellite/sensor Spatial resolution Year of acquisition
Remote sensing data Terra, Aqua/MODIS 250m 2003-2011 Vegetation cover
DEM(Digital Elevation 90m 2000 Slope gradient,
Model) aspect, elevation
Geological maps Scale: 1:500,000 2000 Lithology
Soil type maps Scale: 1:3,000,000 2000 Soil type
Geomorphologic maps Scale: 1:3,000,000 2000 Convexity
River distribution maps Scale: 1:3,000,000 2000 Flow distribution
Seismic zone distribution of 2008 Fracture
China
3. LANDSLIDE FACTORS IDENTIFICATION
The quantification of different factors is to select the landslide
region per unit area. It can be seen the parameters to describe
the relationship between factors and landslide (Kumar et al,
2010). Because the historical data collected mainly reflected
the numbers of landslide occurrence, relative probabilities of
different distribution intervals were qualitatively analyzed.
RPmn is the relative probability that factor m lies within the
range n with the following formula (1):
P
RP = zn (1)
mn p
Synthesizing the above analysis, the factors associated with LS
were categorized according to the different levels (Table 2).
According to the summary from CDSTM, the formation
conditions of landslide in China which mainly contained:
Table 2. Evaluation factors and classifications
Jurassic, Mudstone of Cretaceous, Shale, Argillaceous
Sandstone, Siltstone, Coal Beds, Sandy Slate, Phyllite; the
types of convexity include: concave, flat, protrude; with the
increase of slope gradient, the component force of gravity in
the slope direction, and landslide would have higher risks (Dai
et al, 2002); slope aspect is mainly divided into eight directions;
the relationship exists between elevation and landslide, such as
in high mountains, which were comprised of weathered and
tough rocks, that is less likely for landslide ; the higher the
vegetation coverage is, the smaller the landslide possibility;
meanwhile, landslide is bound up with the distribution of flow
and fracture (Montgomery et al, 2002).
CDSTM: (China Digital Science and Technology Museum,
http://amuseum.cdstm.cn/moundisaster/ page/knowledgec.jsp?pid=3100502)
Factors Classification
1 2 3 4 5 6 7 8
Lithology J M S A Si Co Sa P
Convexity Concave Flat Protrude
Gradient 0-10? 10°~20° 20° ~30° 30°~40° 40 ° ~50° 250?
Aspect East Southeast South Southwest West Northwest North Northeast
Elevation(km) «0.5 0.5~1.0 1~1.5 1.5~2.0 2.0-2.5 2.5-3.0 23.0
Soil property R X YB B Ci DB BC F
Vegetation <20 20-40 40-60 60-90 290
Coverage (96)
Flow (km) «100 100-200 200-300 300—400 400-500 2500
Fracture (km) «0.5 0.5-1.0 1.0~1.5 1.5~2.0 2.0-2.5 2.5-3.0 23.0
(Notes: J, M, S, A, Si, C, Sa, P represent the eight lithology of causing landslide: Jurassic, Mudstone of Cretaceous, Shale, Argillaceous Sandstone, Siltstone,
Coal Beds, Sandy Slate, Phyllite; R, Y, YB, B, Ci, DB, BC, F represent eight main soil properties of China: Red soil, Yellow soil, Yellow-brown soil, Brown
47