Skunda et al
Greener Journal of Physical Sciences Vol. 3 (2), pp. 038-048, February 2013.
ISSN: 2276-7851 © 2011 Greener Journals
Research Paper
Manuscript Number: 010613358
Analysis Study of Landslide Induced By Earthqueke in
Tandikat Partamuan
Sub District, Padang Pariaman District,
West Sumatra, Indonesia
Skunda D.1*, R. Har2, A. Saidi3, and I. Berd4
1Postgraduated Programme, Padang State University.
2Postgraduated Programme, Andalas University.
3Faculty of Agriculture, Andalas University.
4Faculty of Agriculture Technology, Andalas University.
*1Corresponding Author’s Email: skundadiliarosta @ yahoo.go.id,
Phone Number: +81374916297
Abstract:
Earthquake on 30 September 2009 and its induced landslide
that happened in Sumatra have destructed many things in
Padang Pariaman district and Padang City. Exactly, the
location of landslide is in Lubuk Laweh, Cumanak, and Kapalo
Koto. In these areas there were 200 people, many houses and
schools, and also agricultural lands (sawahs, and ladangs)
buried. A research was conducted using survey method, which
was done by field observing on pumiceous tuff phenomenon
affected by water flow in the study area. Beside that, soil
and land characteristic data from previous research were
used. Among soil physical characteristic used are soil
texture (pipete method) and structure, bulk density
(gravimetric method), permeability (Debodt method), solum
depth (direct measure), and soil organic matter (walkley and
Black method). Land characteristic analysis were conducted
by observing the field and also analyzing topographic map
from google earth programme, land use analysis was conducted
by using landuse map. Analysis data of soil and land
characteristic were used for landslide grade criterium from
Zuidam (1979); Daekombe dan Gardiner (1983); Cooke dan
Doorkamp (1994). Based on our field study and some previous
research showed that this location has high susceptibility
for happening landslide process. It is mainly affected by
parent material of the soil which is hornblende hypersthene
pumiceous tuff (Qhpt) and pumiceous tuff and andesite
(basalt) (Qpt). Those parent materials are sligtly
consolidated, soft and light. Generally, the top soil has
clay, loam and the subsoil has sand as well as loamy sand
texture. The climate of the location is wet tropical season
which is characteritized by more than 4000 mm rainfall per
year and evently distributed whole years. Based on water
balance Penman equation, the study area has surplus of water
the whole year. The rolling and steep slope (> 45 % slope)
hillocky and strongly disected of the study area were
observed in the landslide site. Land use type also promotes
landslide processes because coconut trees and mixed garden
growing in steep slope. The result of soil and land
characteristic analysis showed that soil characteristics of
landslide has interval value 13 and land characteristic of
landslide has interval value20. By summing the value of soil
characteristics and land characteristics, the total was 33.
This grade showed that the risk level in landslide area was
quite high. Thus, this study area has high interval value of
landslide damage. Besides this site, there are many other
locations detected having high landslide damage, i.e Sungai
Geringging, Koto Timur, and areas thoroughout Maninjau
caldera.
KEYWORDS: Landslide, Earthqueke, Pumiceous tuff, Wet
Tropical climate, Soil and Land characteristics.
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