Sains Malaysiana 46(6)(2017): 867–877
http://dx.doi.org/10.17576/jsm-2017-4606-05
Pencirian Sifat Kimia Bahan Tanah pada Cerun Gagal di Sepanjang Jalan Ranau-Tambunan, Sabah,
Malaysia
(Chemical Properties Characterization of Failed Slopes Along
the Ranau-Tambunan Road, Sabah, Malaysia)
NORAN NABILLA NOR AZLAN1, NORBERT SIMON1*, AZIMAH HUSSIN1, RODEANO ROSLEE2 & LEE KHAI ERN3
1Program Geologi, Pusat Sains Sekitaran dan Sumber Alam, Fakulti Sains dan Teknologi, Universiti Kebangsaan Malaysia, 43600
UKM Bangi, Selangor Darul Ehsan, Malaysia
2Jabatan Geologi, Fakulti Sains dan Teknologi, Universiti Malaysia Sabah, Jalan UMS, 88400 Kota Kinabalu, Sabah Negeri di Bawah Bayu, Malaysia
3Institut Alam Sekitar & Pembangunan
(LESTARI), Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor Darul Ehsan, Malaysia
Received: 26 May 2016/Accepted:
6 December 2016
ABSTRAK
Kawasan kajian yang terletak di kawasan pergunungan pantai barat Sabah sering dikaitkan dengan kejadian tanah runtuh dan kegagalan cerun. Secara geologi, kawasan di sepanjang jalan raya Ranau-Tambunan (RTM) terdiri daripada cerun potongan batuan sedimen arenit daripada Formasi Crocker dan metasedimen argilit daripada Formasi Trusmadi yang telah terluluhawa serta beberapa bahagian yang terdiri daripada endapan Aluvium Kuartener. Pencirian sifat kimia ke atas bahan cerun tanah yang gagal di kawasan tropika, terutama sekali di kawasan kajian jarang dilakukan. Pencirian ini adalah penting kerana bukan ciri fizikal bahan cerun sahaja yang mempengaruhi kejadian tanah runtuh. Oleh itu, kajian ini memberi perhatian utama kepada pencirian sifat kimia dan mineralogi lempung telah dilakukan ke atas cerun-cerun yang gagal di kawasan kajian. Bagi mencapai objektif kajian ini, sebanyak 12 sampel tanah cerun gagal yang terdiri daripada luluhawa gred VI diuji. Analisis inventori cerun gagal menunjukkan terdapat 10 kegagalan cerun tanah (T) dan 8 kegagalan jenis khas (TB) dengan 3 kegagalan cerun dikelaskan berisi padu besar (> 500 m3), 7 cerun berisi padu sederhana (50 - 500 m3) dan 2 kegagalan cerun berisi padu kecil (10 – 50 m3). Analisis kimia menunjukkan kandungan organik tanah (BOT) yang rendah hingga sederhana daripada 3.75%-7.23%, pH tanah dikelaskan sebagai berasid amat tinggi hingga beralkali rendah. Analisis XRD menunjukkan komposisi mineral lempung utama terdiri daripada kaolinit dan ilit dan beberapa mineral lain seperti montmorilonit, haloisit, dickit dan vermikulit. Komposisi mineral bukan lempung utama terdiri daripada kuarza dan muskovit. Hasil kajian menunjukkan wujud perkaitan signifikan antara sifat kimia dan mineralogi tanah daripada segi pertukaran unsur kimia, hubungan air liang dan kekuatan ikatan butiran tanah dalam pembentukan mineral lempung yang menggalakkan berlakunya kegagalan cerun. Oleh itu, pembinaan dan pengurusan kerja-kerja potongan cerun bukan sahaja mengambil kira aspek sifat fizikal dan kejuruteraan tanah malah sifat kimia tanah juga amat penting terutamanya yang melibatkan batuan yang terluluhawa supaya sebarang kegagalan yang melibatkan cerun potongan dapat ditangani sewajarnya.
Kata kunci: Kegagalan cerun; luluhawa; mineral lempung; sifat kimia; Ranau-Tambunan
ABSTRACT
The
study area which is located in the mountainous region of Sabah
west coast is often associated with landslide and slope failure. In terms of geology, the area along the Ranau-Tambunan road (RTM) is consist of arenaceous
sedimentary rocks in the Crocker Formation and weathered argiliceous
meta-sedimentary rocks in the Trusmadi
Formation, as well as deposit of quarternary
alluvium in some parts of the study area. Characterization of
chemical properties of failed materials in the tropical region,
especially in the study area is seldom conducted. This characterization
is important because it is not only the physical properties that
influence landslide occurrences. Therefore, this study focused
on the characterization of chemical characteristic and clay mineralogy
on failed slope material in the study area. In order to achieve
the objectives of this study, 12 soil samples from failed slopes
that were categorized as grade VI in the weathering grade were
tested. The inventory analysis on failed slopes showed that there
were 10 failed soil slopes (T) and 8 distinctive failed slopes
(TB) with 3 failed slopes classified as high volume (>500
m3), 7 moderate volume (50-500 m3) and 2
small volume (10-50 m3). The chemical analysis conducted showed low
to moderate organic content (BOT) (3.75%-7.23%) and pH from highly
acidic to low alkaline for the failed materials. The XRD analysis
showed that the clay compositions were kaolinite, illite
and several other minerals such as monmorillonite,
halosite, dicktite
and vermiculite. The non-clay mineral compositions were quartz
and muscovite. The result showed that there is a significant association
between chemical characteristics and soil mineralogy in terms
of chemical changes, porewater relationship
and soil bonding in clay forming minerals that induce slope failure.
Therefore, construction and management of slope should not only
taking into account the physical aspect and soil engineering of
the soil slope, but also the chemical characteristics especially
that involve weathered rocks so that any failure on slope cut
can be managed appropriately.
Keywords:
Clay mineral; chemical characteristic; Ranau-Tambunan;
slope failure; weathering
REFERENCES
Acres, B.D., Bowen, R.P., Burrough,
P.A., Folland, C.J., Kalsi, M.S., Thomas, P. &
Wright, P.S. 1975. The
Soil of Sabah. Classification and description
(with introduction to Vol. 1-5). Jil. 1. Land Resources Division, Ministry of Overseas
Development Tolworth Tower, England. hlm. 134.
British Standard BS 1377. 1990. Methods of Test for Soils for Civil Engineering Purposes. Part 2:
Classification test. London: British Standard Institution.
British Standard BS 1377. 1990. Methods of Test for Soils for Civil Engineering Purposes. Part 3:
Chemical and electro-chemical tests. London: British Standard Institution.
Brown, E.T. 1981. ISRM Suggested Method. Rock
Characterization Testing and Monitoring. Oxford: Pergamon Press.
Collenette, P. 1958. The Geology & Mineral Resources of the Jeselton-Kinabalu Area, North Borneo. Memoir 6, Borneo
Geological Survey Department.
Dahal, R.K., Hasegawa, S.,
Yamanaka, M., Dhakal, S., Bhandary,
N.P. & Yatabe, R. 2008. Comparative
analysis of contributing parameters for rainfall-triggered landslides in the Lesser
Himalaya of Nepal. Environment Geology. DOI 10.1007/ s00254-008-1531-6. Springer-Verlag.
Damanhuri Jamalluddin, Fauziah Ahmad & Roslan Zainal Abidin. 2014. Characteristics of soil taken from slope failures in
sedimentary and granitic residual soils. International Journal of Civil
& Environmental Engineering IJCEE-IJENS 14(06): 31-37.
Goh, T.L., Rafek, A.G. & M. Hariri Arifin. 2012. Kekuatan geomekanik batuan granit dan syis di Semenanjung Malaysia. Sains Malaysiana41(2): 193-198.
Goh, T.L., Rafek, A.G. & M. Hariri Arifin. 2014. Korelasi pekali kekasaran kekar (JRC) dengan sudut geseran puncak satah ketakselanjaran batuan granit, Semenanjung Malaysia. Sains Malaysiana 43(5): 751-756.
Hamzah Hussin, Tajul Anuar Jamaluddin & Muhammad Fadzli Deraman. 2015. Mode of slope failure of moderately to completely weathered
metasedimentary rock at Bukit Panji, Chendering, Kuala Terengganu. Journal of Tropical
Resources and Sustainable Science 3: 5-12.
IAEG. 1981. Rock and soil
description and classification for engineering geological mapping. Bulletin
of the International Association of Engineering Geology 24: 235-274.
Ibrahim Komoo. 1985. Pengelasan
kegagalan cerun
di Malaysia. Ilmu Alam
14 & 15. Hlm. 47-58.
Ibrahim Komoo & Mogana, S.N.
1988. Physical characterization of weathering profile of
classic metasediment in Peninsular Malaysia. Proc. 2nd Int. Conf. Geomech. In Tropical Soil 1: 37-42.
Ibrahim Komoo & Lim, C.S. 2003. Kompleks gelinciran tanah Kundasang: Pemetaan terperinci di kawasan Sekolah Menengah Kebangsaan Kundasang. Geological
Society of Malaysia Bulletin 46: 387-392.
Jacobson, G. 1970. Gunong Kinabalu area, Sabah, Malaysia. Geological
Survey Malaysia. Report 8.
Liew, S.S. 2004. Slope
failures in tropical residual soils. Tropical Residual
Soils Engineering. hlm. 73-101.
Majid, M.F., Sanudin Hj. Tahir & Zan, E.V.L. 1998. Preliminary report on
slope stability of the Kota Kinabalu Tambunan Road, Sabah. Borneo Science 4:
11-26.
McKenna, J.P., Santi,
P.M., Amblard, X. & Negri,
J. 2011. Effects of soil-engineering properties on the
failure mode of shallow landslides. Landslides. Journal of the International Consortium on Landslides 3(1).
Munsell, A.H. 1941. A Color Notation. Munsell Soil Color Charts, Baltimore (Munsell Color Company
Inc.).
Qasim,
S., Harahap, I.S.H. & Osman, S.B.S. 2013. Causal factors of
Malaysian landslides: A narrative study. Research Journal of Applied
Sciences, Engineering and Technology 5(7): 2303-2308.
Roslee,
R., Sanudin Tahir & S. Abd Kadir S. Omang. 2006. Engineering geology
of the Kota Kinabalu area, Sabah, Malaysia. Geological
Society of Malaysia Bulletin 52: 17-25.
Roslee, R., Sanudin Tahir, Nor Samihah Abdullah Zawawi, Hafzan Eva Mansor & S. Abd. Kadir S. Omang.
2008. Engineering geological assessment on slope design in the mountainous area
of Sabah Western, Malaysia: A Case Study from the Ranau-Tambunan, Penampang-Tambunan and Kimanis-Keningau Road. An International Conference on Recent Advances in
Engineering Geology. Kuala Lumpur, Malaysia.
Roslee, R., Sanudin Tahir, Baba Musta &
Abd. Kadir S. Omang.
2010. Geological inputs for Landslide Hazard Identification (LHI)
in the Trusmadi Formation slopes, Sabah, Malaysia. Borneo Science
26: 37-51.
Roslee, R., Sanudin Tahir, Baba Musta & Abd. Kadir S. Omang.
2011. Geological inputs for landslide hazard identification (LHI) in the Trusmadi Formation slopes, Sabah, Malaysia. Borneo
Science 29: 60-74.
Roslee, R., Sanudin Tahir, S. Abd. Kadir S. Omang & Adong Laming. 2011. Survey of slope failures (SFS) along the Bundu Tuhan Kundasang Highway, Sabah,
Malaysia. Borneo Science 29: 46-59.
Siti Nurshakiren.
2010. Pengaruh amang terhadap sifat-sifat geoteknik tanah baki metasedimen dan basalt. Tesis Sarjana Muda, Universiti Kebangsaan Malaysia (tidak diterbitkan).
Tajul Anuar,
J. 2006. Faktor manusia dan kegagalan cerun di Malaysia. Geological Society of Malaysia Bulletin 52: 75-84.
Tan,
B.K. 2004. Country case study: Engineering geology of tropical residual soils in Malaysia. In Tropical Residual Soils Engineering, edited by Huat, B.B.K., Gue, S.S., &
Ali, F.H. London: Taylor & Francis. pp. 237-244.
Tongkul, F. 2007. Geological
inputs in road design and construction in mountainous areas of West Sabah,
Malaysia. Proc. of the 2nd Malaysia-Japan Symposium on Geohazards and Geoenvironmental Engineering. hlm. 39-43.
Tongkul, F. 2006. Geological influence on slope failures in the mountainous areas of
West Sabah. International Conference on Slopes.
Tongkul, F. 1990. Structural styles and tectonics of Western and Northern Sabah. Bull. Geol. Soc. Malaysia 27: 227-240.
Tongkul, F. 1987. Sedimentology and structural of the Crocker Formation in the Kota Kinabalu area, Sabah. Tesis Dr. Fal. University of London, London (tidak diterbitkan).
U.S.
Department of Agriculture (USDA). 1998. Soil Quality
Indicators: pH. Soil Quality
Information Sheet.Natural Resources Conservation
Service, Washington, DC.
Vacondios,
I., Konstantopoulou, G. & Karadassi,
St. 2007. The contribution of clay minerals in the landslide
occurrences within Pindos Flysh Formation. Bulletin of the Geological Society of Greece vol. XXXX. (Proceedings of the 11 the International Congress,
Athens).
Varnes, D.J. 1958. Landslide types and processes. In Landslides- Analyses
and Control, edited by Schuster, R. & Krizek,
R. T.R.B., National Academy of Sciences, Special Report 176: 11-33.
Yong,
C.Y. 2008. Geologi am dan kajian kestabilan cerun sepanjang Jalan Kampung Peropot-Kampung Tontolob Liwan (KM13-KM25), Jalan Raya Ranau-Tambunan,
Sabah. Tesis Sarjana Muda, Universiti Malaysia Sabah (tidak diterbitkan).
Zulfahmi, A.R. 1999. Structural pattern of the Crocker Formation in southern part of
Beaufort Area, Sabah. Borneo Science 6: 11-20.
Zulfahmi,
A.R., Sahibin, A.R., Jasni Yaakob & Wan Muhd Razi Idris. 2007. Tinjauan awal potensi ketidakstabilan cerun dan cirian fiziko-kimia tanah di Cameron Highland, Pahang. Sains Malaysiana36(2): 105-116.
Zulfahmi, A.R., Wan Zuhairi, W.Y., Raihan, M.T., Sahibin, A.R., Wan Mohd Razi, Tukimat, L., Siti Nur Syakireen,
Z. & Noorulakma, A. 2012. Influence of Amang (Tin Tailing) on geotechnical properties of clay
soil. Sains Malaysiana 41(3): 303-312.
*Corresponding
author; email: norbsn@ukm.edu.my