Sains Malaysiana 46(12)(2017): 2325–2329
http://dx.doi.org/10.17576/jsm-2017-4612-08
Pemodelan Geobencana Tanah Runtuh Rayap
Menggunakan Model Analog Mekanik
(Geohazard Modelling of Creeping Landslide
by Mechanical-Analogue Model)
NOR SHAHIDAH
MOHD
NAZER*
Geology Program,
School of Environmental and Natural Resource Sciences, Faculty of
Science and Technology, Universiti Kebangsaan Malaysia, 43600 UKM Bangi,
Selangor Darul Ehsan
Malaysia
Diserahkan: 12 April 2017/Diterima:
1 Jun 2017
ABSTRAK
Tanah runtuh jenis rayapan
merupakan salah satu fenomena geobencana yang sering terjadi dalam
skala yang besar dan amat berkait rapat dengan perubahan tekanan
air liang. Ia bercirikan canggaan jangka masa panjang maka dengan
itu pengetahuan mendalam terhadap tindak balas rayapan di dalam
keadaan tepu dan tidak tepu air adalah penting untuk meramal pergerakan
masa hadapan. Kertas ini bertujuan mengkaji tindak balas rayapan
di dalam sampel lempung bebola menggunakan kotak ricih terus yang
terubah suai. Simulasi rayapan dibuat menggunakan model analog mekanik
hasil gabungan spring dan peredam. Parameter γo
(pergerakan rayapan awal) yang diperoleh daripada
ujian kotak ricih terubah suai digunakan sebagai input parameter
bersama-sama dengan parameter lain yang diperoleh berdasarkan kaedah
kuasa dua terkecil. Simulasi oleh model analog mekanik terhadap
tindak balas rayapan yang direkod di makmal berjaya merakam tindak
balas rayapan awal dan akhir. Keputusan kajian mendapati bahawa
tindak balas rayapan adalah lebih signifikan di dalam keadaan tepu
air berbanding keadaan tidak tepu air.
Kata kunci: Geobencana; lempung;
model analog mekanik; rayapan; tanah runtuh
ABSTRACT
Creeping landslide is one of
the big-scale geohazard phenomenon which closely related with changes
in pore water pressure. It is characterized as long-term deformation;
therefore, an in-depth knowledge of creep response under saturated
and unsaturated condition is vital to project future movements.
This paper examines creep response in Ball clay samples by means
of modified direct shear box. Creep simulation was performed by
mechanical-analogue model built upon springs and dashpots combinations.
The parameter γo (initial
creep movements) gained from modified direct shear box tests is
used together with other parameters determined by the least-square
method. Mechanical-analogue model simulations based on creep response
recorded in the laboratory have successfully captured the initial
and final creep response. The research finding showed that creep
response was more significant under water-saturated conditions rather
than unsaturated conditions.
Keywords: Creeping; geo-hazard; landslide; mechanical-analogue model
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*Pengarang untuk surat-menyurat; email:
shahidahnazer@ukm.edu.my
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