Cover Image

Pedogenesis of Mt. Sumbing Volcanic Ash above The Alteration Clay Layer in The Formation of Landslide Susceptible Soils in Bompon Sub-Watershed

https://doi.org/10.22146/ipas.41893

Waode Asryanti Wida(1*), Azwar Maas(2), Junun Sartohadi(3)

(1) Faculty of Agriculture Universitas Gadjah Mada, Yogyakarta
(2) Faculty of Agriculture Universitas Gadjah Mada, Yogyakarta
(3) Faculty of Agriculture Universitas Gadjah Mada, Yogyakarta
(*) Corresponding Author

Abstract


Numerous researches on landslides have been carried out by many researches. However, studies on soil physical properties related to landslides potential in volcanic area are still rare. The objective of this study was to examine the effect of soil physical properties on landslides potential. To collect the soil sample, sampling area method was applied. The soil type used in this study was the residual soil. The values of clay liquid limit, plasticity limit, plasticity index, water content, COLE index were used to measure the physical properties of the soil. Organic material was used as the supporting data. The results showed that the soil in the command area showed high value of clay which exceeded 50%. Such high level conditions in each profile affect the liquid limit; plasticity limit, plasticity index, water content, COLE index and organic material. Based on the results, it can be concluded that residual soils with significantly high clay values illustrated the risk of landslide fields formation in Bompon sub-watershed. The clay soil layer was the controlled factor of soil movement.


Keywords


Soil physical properties; Landslide potential

Full Text:

PDF


References

Barnes. 2013. An apparatus for the determination of the workability and plastic limit of clay. Applied clay science., 80-81:281-290.

Barzegar, A.R. 1995. Effect of clay type and rate of wetting on the mellowing of compacted soils. Geoderma., 68:39-49.

Budianto, Y. 2016. Keterdapatan sensitive Clay pada lokasi longsor lahan di DAS Bompon, kabupaten Magelang, Jawa Tengah. Skripsi. Universitas Gadjah Mada. Yogyakarta.

Ersoy, H., M.B. Karsli., S. Cellek., B. Kul., I. Baykan and R.L. Parsons. 2013. Estimation of the soil strength parameters in Tertiary volcanic regolith (NE Turkey) using analytical hierarchy process. Department of Geological Engineering., 122:1545-1555.

Foth, H.D. 1994. Dasar-dasar ilmu tanah. Yogyakarta: Gadjah mada university press.

Gray, C.W. 2002. Correlations between shrinkage indices and soil properties in some New Zealand soil. Geoderma., 108:287-299.

Gronbech, G.L., Benjaminn N.N. and L.B. Ibsen. 2011. Comparison of liquid limit of highly plastic clay by means of casagrande and fall cone apparatus. Denmark: Department of Civil Engineering – Aalborg University, Aalborg.

Handoko, L., Rifa’i, A., N. Yasufuku., R. Ishikura. 2015. Physical properties and mineral content of Sidoarjo mud volcano. ScienceDirect., 125:324-330.

Hardiyatmo, H.C. 2012. Tanah longsor dan erosi kejadian dan penanganan. Yogyakarta: Gadjah Mada University Press.

Hardjowigeno, S. dan Widiatmaka. 2007. Evaluasi kesesuaian lahan dan perencanaan tataguna lahan. Yogyakarta: Gadjah Mada University Press.

Jain, V.K. 2015. Correlation of Plasticity Index and Compression index of soil. International Journal of Innovations in Engineering and Technology (IJIET).,

Jeferson. 1998. Liquid limit and the temperature sensittivity of clays. Engineering geology., 49: 95-109.

Li, Y.R., B.P. Wen., A. Aydin and N.P. Ju. 2015. Ring shear tests on slip zone soils of three giant landslides in the three gorges project area. Engineering Geology., 154:106-115.

Liu. 2018. Changes of Atterberg limits and electrochemical behaviors of clays with dispersants as conditioning agents for EPB shield tunneling. Tunnelling and Underground Space Technology., 73:244-251.

Lupini, J.F., A.E.Skinner and P.R. Vaughan. 1981. Drained residual strength of cohesive soils. Geotechnique., 31:181-213.

Masruroh, H. 2016. Membangun metode identifikasi longsor berbasis foto udara format kecil di DAS Bompon, Magelang, Jawa Tengah. Tesis. Universitas Gadjah Mada. Yogyakarta.

Maroto, M. 2018. What is clay ? a new definition of “clay” based on plasticity and its impact on the most widespread soil classification systemms. Applied clay science., 161:57-63.

Osouli. 2016. Effect of plasticity index and dust ratio on moisture-density and strength characteristics of aggregates. Civil Environmental Engineering., 9: 69-79.

Pairunan. 1997. Dasar-dasar ilmu tanah. Makassar: Badan ke-asaina perguruan tinggi negeri indonesia bagian timur.

Pulungan, N.A. and J. Sartohadi. 2018. New approach to soil formation in the transitional landscape zone: weathering and alteration of parent rocks. Environments., 5:1-7.

Rachim, D. A. 2007. Dasar-dasar ilmu tanah dan sumberdaya lahan. Bogor: Faperta IPB.

Schmitza., M. R., C. Schroedera., R. Charliera. 2004. Chemo–mechanical interactions in clay: a correlation between clay mineralogy and Atterberg limits. Science direct., 26:351-358.

Singh, M. 2018. Chapter two- stabilization of soil organic carbon as influenced by clay mineralogy. Advances in agronomy., 148:33-84.

Smith, C.W., A. Hadas dan J.H. Koyumdjisky. 1984. Shrinkage and atterberg limits in relation to other properties of principal soil types in Israel. Elsevier science publishers., 35:47-65.

Spagnoli. 2018. Statistical variability of the correlation plasticity index versus liquid limits for smectite and kaolinit. Applied clay science., 156:152-159.

Stanchi, 2017. Liquid and plastic limits of clayey, organic C-rich mountain soils: Role of organic material and mineralogy. Catena., 151:238-246.

Taylor, R.P., Fryer, B.J. 1982. Rare earth element geochemistry as an aid to interpreting hydrothermal ore deposits, p. 357–365. In: A.M. Evans (ed). Mineralisation associated with acid magmatism. New York: John Wiley & Sons.

Utomo, M. 2016. Ilmu tanah dasar-dasar pengelolaan. Jakarta: Prenadamedia group.

Vithana, S.B., S. Nakamura., S. Kimura., S. Gibo. 2102. Effects of overconsolidattion ratios on the shear strength of remoulded slip surface soils in ring shear. Engineering geology., 131-132:29-36.

Wen, B.P. 2007.Residual strength of slip zones of large landslides in the three gorges area, China. Engineering Geology., 93:82-98.

White, A.W. 1942. Atterberg plasttic limits of clay minerals. Public roads., 22:263-265.

Zhang, Y.S., Y.X. Qu,., J.R. Liu. 2007. Engineering geological research on altered rocks in the area of NW Yunnan along Yunnan-Tibet Railway line., Chinese Journal of Geotechnical Engineering., 29:531–536.



DOI: https://doi.org/10.22146/ipas.41893

Article Metrics

Abstract views : 2390 | views : 2190

Refbacks

  • There are currently no refbacks.