Czasopismo
Tytuł artykułu
Warianty tytułu
Języki publikacji
Abstrakty
Swelling potential characterization of clay-silt soil is an essential issue in stabilization, settlement, consolidation, and land suitability studies. This article attempts to explain the swelling characteristics of soils around the area of West Lampung, Lampung Province, Sumatra, Indonesia, in relation to environmental issues. An investigation in relation to the soil swelling potential was carried out using 15 disturbed soil samples collectd in the study area. The methods used were analyses of clay mineral geochemistry, physical characteristics, and the free swell ratio. These results showed that the soil in the study area was Quaternary tropical volcanic residual soil. These soils were formed in a proximal volcanic hydrothermal alteration environment. The soils of the study area have characteristics of high plasticity, a reddish-brown colour, and are clayey silt grained (MH) (USCS). The soils had loose physical characteristics in dry conditions; however, these soils tends to be plastic and sticky in wet conditions. Evidence of groove erosion was found at the soil surface. Based on XRD analysis, kaolinite, halloysite, and montmorillonite were types of clay minerals found in the soil. The soil had a clay content of 11.05-78.9%, a liquid limit value > 50%, a plasticity index value of 16.7-36.9%, a shrinkage value of 14.24-36.89%, a soil activity of 0.38-2.47; and an FSR value of 0.69-0.95. These characteristics have implications for swelling soil potential. The results showed that the soils in the study area had medium to very high swelling potential. These results suggest a risk of erosion in the area, which could cause soil degradation and a change in water quality. These soils are likely to affect land productivity and aquifer replenishment and will cause negative environmental and economic impacts. Thus, soil improvement techniques are needed. It is important to maintaining vegetative cover these soils and revegetation may be required.(original abstract)
Czasopismo
Rocznik
Tom
Numer
Strony
1-10
Opis fizyczny
Twórcy
autor
- Padjadjaran University, Indonesia
autor
- Padjadjaran University, Indonesia
autor
- Padjadjaran University, Indonesia
autor
- Indonesian Institute of Sciences, Indonesia
autor
- Indonesian Institute of Sciences, Indonesia
autor
- Indonesian Institute of Sciences, Indonesia
autor
- Indonesian Institute of Sciences, Indonesia
autor
- Padjadjaran University, Indonesia
Bibliografia
- Adem H., Vanapalli S. 2014. Soil-environment interactions modelling for expansive soils." Environmental Geotechnics", 3, 3: 178-187.
- Aditian A., Kubota T., Shinohara Y. 2018. Comparison of GIS-based landslide susceptibility models using frequency ratio, logistic regression, and artificial neural network in a tertiary region of Ambon, Indonesia. "Geomorphology", 318: 101-111.
- Al-Rawas A.A., Goosen M.F.A. 2006. Expansive soils: recent advances in characterization and treatment. Taylor & Francis, London.
- Al-Yaqoub T.H., Parol J., Znidarcic D. 2017. Experimental investigation of volume change behavior of swelling soil. "Applied Clay Science", 137: 22-29.
- Anonymous, 2020. Quantitative XRD Analysis Software. Siroquant XRD Software, https://www.siroquant.com/ accessed on October, 25, 2020.
- Arancibia-Miranda N., Baltazar S.E., García A., Muñoz-Lira D., Sepúlveda P., Rubio M. A., Altbir D. 2016. Nanoscale zero valent supported by zeolite and montmorillonite: template effect of the removal of lead ion from an aqueous solution. "Journal of Hazardous Materials", 301: 371-380.
- ASTM D422. 2007. Standard Test Method for Particle-Size Analysis of Soils. Astm, D422-63(Reapproved): 1-8.
- Astm, International A. 2017. ASTM D4318 - 17e1 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
- ASTM. 2017. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM Standard Guide, D2487-17: 1-10.
- Bogie I. 1998. The application of a volcanic facies model to an andesitic stratovolcano hosted geothermal system at Wayang Windu, Java, Indonesia. Proceedings of 20th NZ Geothermal Workshop, 1998.
- Brady N.C., Weil R.R. 2004. Elements of the Nature and Properties of Soils. "Journal of Chemical Information and Modeling", 53, 9: 1-606.
- Buol S., Southard R., Graham R., McDaniel P. 2011. Soil genesis and classification. John Wiley & Sons, Chichester.
- Chen F.H. 1975. Foundations on Expansive Soils. Developments in Geotechnical Engineering, 12. Elsevier, Amsterdam, Oxford, New York.
- Chesworth W. 2008. Encyclopedia of Soil Science. Springer Netherlands.
- Churchman G.J., Lowe D. J. 2012. Alteration, Formation, and Occurrence of Minerals in Soils (Vol. 12072). CRC Press.
- Çimen Ö., Keskin S.N., Yıldırım H. 2012. Prediction of Swelling Potential and Pressure in Compacted Clay. "Arabian Journal for Science and Engineering", 37, 6: 1535-1546.
- Durn G. 2003. Terra rossa in the Mediterranean region: Parent materials, composition and origin. "Geologia Croatica", 56, 1: 83-100.
- Emarah D.A., Seleem S.A. 2018. Swelling soils treatment using lime and sea water for roads construction. "Alexandria Engineering Journal", 57, 4: 2357-2365.
- Estabragh A.R., Pereshkafti M.R.S., Parsaei B., Javadi A.A. 2013. Stabilised expansive soil behaviour during wetting and drying. "International Journal of Pavement Engineering", 14, 4: 418-427.
- Faezehossadat K., Jeff B. 2016. Expansive Soil: Causes and Treatments. "I-Manager's Journal on Civil Engineering", 6, 3: 1.
- Fauzi R.R., Sophian R.I., Muslim D., Haryanto I. 2017. Identification of Expansive Soils as Weathering Product of Volcanic Materials in Jatinangor Area, West Java, Indonesia. Euro-Mediterranean Conference for Environmental Integration. Springer: 1829-1832.
- Holtz W., Gibbs H. 1956. Engineering Properties of Expansive Clays. Transactions ASCE, 121: 641-663.
- Indarto S., Setiawan I., Zulkarnain I., Fiqih F.M., Fauzi A. 2007. Alterasi Dan Mineralisasi Hidrotermal Pada Batuan Volkanik Formasi Hulusimpang Daerah Bengkulu Dan Lampung di Kawasan Sayap Barat Pegunungan Bukit Barisan, Sumatera. Prosiding Seminar Geoteknologi Kontribusi Ilmu Kebumian Dalam Pembangunan Berkelanjutan Bandung 3 Desember 2007: 165-173.
- Iqbal P., Muslim D., Zakaria Z., Permana H., Syahbana A.J., Yunarto J. 2020. Geotechnical characteristics of volcanic red clay soil related to geoengineering problem in sekincau, sumatra, Indonesia. "International Journal of Advanced Science and Technology", 29, 7: 3166-3173.
- Issaka S., Ashraf M.A. 2017. Impact of soil erosion and degradation on water quality: a review. "Geology, Ecology, and Landscapes", 1, 1: 1-11.
- Jiang H., Wan B., Inyang H.I., Liu J., Gu K., Shi B. 2013. Role of expansive soil and topography on slope failure and its countermeasures, Yun County, China. "Engineering Geology", 152, 1: 155-161.
- Joussein E., Petit S., Churchman J., Then B., Righi D., Delvaux B. 2005. Halloysite clay minerals - a review. "Clay Minerals", 40, 4: 383-426.
- Kayabali K., Demir S. 2011. Measurement of swelling pressure: Direct method versus indirect methods. "Canadian Geotechnical Journal", 48, 3: 354-364.
- Kirby J. M., Bernardi A. L., Ringrose-Voase A.J., Young R., Rose H. 2003. Field swelling, shrinking, and water content change in a heavy clay soil. "Australian Journal of Soil Research", 41, 5: 963-978.
- Latifi N., Eisazadeh A., Marto A., Meehan C.L. 2017. Tropical residual soil stabilization: A powder form material for increasing soil strength. "Construction and Building Materials", 147: 827-836.
- Lattimore M.S., Glinow V.M.A. 2010. Organizational Behavior: Emerging Knowledge and Practice for the Real World (8th ed.). McGraw Hill Higher Education, New York.
- Maeda H., Sasaki T., Furuta K., Takashima K., Umemura A., Kohno M. 2012. Relationship between landslides, geologic structures, and hydrothermal alteration zones in the Ohekisawa-Shikerebembetsugawa landslide area, Hokkaido, Japan. "Journal of Earth Science and Engineering", 2, 2012: 317-327.
- Mani Bharathi A., Ravichandran P. T., Krishnan K.D. 2019. Potential use of dolomite hydrated lime in sustainable strength improvement of clayey soil. "Journal of Green Engineering", 9, 4: 489-501.
- Mohammed A.K., Abed B.S. 2020. Water distribution and interference of wetting front in stratified soil under a continues and an intermittent subsurface drip irrigation. "Journal of Green Engineering", 10, 2: 268-286.
- Mutlutürk M., Balcıoğlu E. 2015. Geo-Engineering Properties and Swelling Potential of Quaternary Lacustrine Clays in North of Burdur, Turkey. "Arabian Journal for Science and Engineering", 40, 7: 1917-1931.
- Phuong T. T., Shrestha R. P., Chuong H. V. 2017. Simulation of Soil Erosion Risk in the Upstream Area of Bo River Watershed. [in:] G. Shivakoti, U. Pradhan, H. Helmi (Eds). Redefining Diversity & Dynamics of Natural Resources Management in Asia, 3: 87-99.
- Pincus H., Abduljauwad S., Al-Sulaimani G. 1993. Determination of Swell Potential of Al-Qatif Clay. "Geotechnical Testing Journal", 16, 4: 469.
- Prakash K., Sridharan A. 2004. Free swell ratio and clay mineralogy of fine-grained soils. "Geotechnical Testing Journal", 27, 2: 220-225.
- Pusch R., Yong R.N. 2006. Microstructure of smectite clays and engineering performance. CRC Press, Abingdon, New York.
- Putra I. D., Titisari A.D., Husna H.Z.K. 2019. Clay mineralogy of landslide occurrences in hydrothermally altered area: A case study of Durensari Area, Purworejo, Central Java. E3S Web of Conferences, 76.
- Qi S., Vanapalli S.K. 2016. Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope." Computers and Geotechnics", 76: 154-169.
- Rajabi A., Rastad E., Alfonso P., Canet C. 2012. Geology, ore facies and sulphur isotopes of the Koushk vent-proximal sedimentary-exhalative deposit, Posht-e-Badam Block, Central Iran." International Geology Review", 54, 14: 1635-1648.
- Selles A., Deffontaines B., Hendrayana H., Violette S. 2015. The eastern flank of the Merapi volcano (Central Java, Indonesia): Architecture and implications of volcaniclastic deposits. "Journal of Asian Earth Sciences", 108: 33-47.
- She J., Lu Z., Yao H., Fang R., Xian S. 2019. Experimental Study on the Swelling Behavior of Expansive Soil at Different Depths under Unidirectional Seepage. "Applied Sciences", 9, 6: 1233.
- Skempton, A. 1953. The colloidal activity of clays. Selected Papers on Soil Mechanics, 106-118.
- Soltani A., Taheri A., Khatibi M., Estabragh A.R. 2017. Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study. "Geotechnical and Geological Engineering", 35, 4: 1717-1744.
- Stell E., Guevara M., Vargas R. 2019. Soil swelling potential across Colorado: A digital soil mapping assessment. "Landscape and Urban Planning", 190: 103599.
- Stetsyuk V., Veselova E. 2017. Theoretical and methodological foundations of the ecological and geomorphological study of the soil cover of the central part of the northern Black Sea coast. Visnyk Kyivskogo natsionalnogo universytetu, Geografiya "Bulletin of Taras Shevchenko National University of Kyiv, Geography", 1-2 (66-67): 49-53.
- Stewart R.D., Abou Najm M.R., Rupp D.E., Selker J.S. 2016. Modeling multidomain hydraulic properties of shrink-swell soils." Water Resources Research", 52, 10: 7911-7930.
- Tang C.-S., Shi B., Liu C., Suo W.-B., Gao L. 2011. Experimental characterization of shrinkage and desiccation cracking in thin clay layer. "Applied Clay Science", 52, 1-2: 69-77.
- Taqi A.H., Al Nuaimy Q.A.M., Karem G.A. 2016. Study of the properties of soil in Kirkuk, IRAQ. "Journal of Radiation Research and Applied Sciences", 9, 3: 259-265.
- Uddin F. 2018. Montmorillonite: An Introduction to Properties and Utilization. Current Topics in the Utilization of Clay in Industrial and Medical Applications, Mansoor Zoveidavianpoor, IntechOpen.
- Van Der Merwe D.H. 1964. The prediction of heave from the plasticity index and percentage clay fraction of soils. "The Civil Engineer in South Africa", 6, 6: 103-107.
- Velde P., Barré P. 2009. Soils, plants and clay minerals: mineral and biologic interactions. Springer-Verlag, Berlin, Heidelberg.
- Verma S.P., Rivera-Gómez M.A. 2013. Computer programs for the classification and nomenclature of igneous rocks. "Episodes", 36, 2: 115-124.
- Weil R.R., Brady N.C. 2016. The Nature and Properties of Soils (15th ed.). Pearson Press, Upper Saddle River.
- Wesley L. 2009. Behaviour and geotechnical properties of residual soils and allophane clays. "Obras y Proyectos", 6: 5-10.
- Wesley L.D. 2013. Residual soils and the teaching of soil mechanics. 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, 4: 3479-3482.
- Wijaya I.P.K., Zangel C., Straka W., Ottner F. 2017. Geological aspects of landslides in volcanic rocks in a geothermal area (kamojang Indonesia). [in:] M. Mikoš, V. Vilímek, Y. Yin, K. Sassa (Eds) Advancing Culture of Living with Landslides. WLF 2017. Springer, Cham: 429-437.
- Wilson M.J. 2004. Weathering of the primary rock-forming minerals: processes, products and rates. Clay Minerals, 39, 3: 233-266.
- Wilson M.J. 2006. Factors of soil formation: Parent material. As exemplified by a comparison of granitic and basaltic soils. [in:] R. Scalenghe, G. Certini (Eds) Soils: Basic Concepts and Future Challenges. Cambridge University Press, Cambridge: 113-130.
- Wilson S.G., Lambert J.J., Nanzy M., Dahlgren R. A. 2017. Soil genesis and mineralogy across a volcanic lithosequence. "Geoderma", 285: 301-312.
- Woodward J., Lundgren R. 1962. Prediction of Swelling Potential for Compacted Clays. "Journal of the Soil Mechanics and Foundations Division", 88, 3: 53-88.
- Wyering L., Villeneuve M., Wallis I., Siratovich P., Kennedy B., Gravley D., Cant J. 2014. Mechanical and physical properties of hydrothermally altered rocks, Taupo Volcanic Zone, New Zealand. "Journal of Volcanology and Geothermal Research", 288: 76-93.
- Xu H., Cheng Z.L., Huang B., Pan J.J. 2014. The mechanism of inhibiting swelling deformation and slope instability of expansive soils by replacement method. "Tehnicki Vjesnik", 21, 5: 1057-1063.
- Yang R., Xiao P., Qi S. 2019. Analysis of slope stability in unsaturated expansive soil: a case study. "Frontiers in Earth Science", 7: 292.
- Yoo K., Amundson R., Heimsath A. M., Dietrich W. E. 2006. Spatial patterns of soil organic carbon on hillslopes: Integrating geomorphic processes and the biological C cycle. "Geoderma", 130, 1-2: 47-65.
- Zhang G.H., Jiao Y.Y., Ma C.X., Wang H., Chen L.B., Tang Z.C. 2018. Alteration characteristics of granite contact zone and treatment measures for inrush hazards during tunnel construction - A case study. Engineering "Geology", 235: 64-80
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.ekon-element-000171610861