Karakterisasi Tanah Vulkanik di Kabupaten Kediri, Jawa Timur, Indonesia Berdasarkan Uji CPT, SPT, dan PMT Site Characterization of Volcanic Soil in Kediri Regency, East Java, Indonesia Based On CPT, SPT, and PMT
Article Sidebar
Published:
Feb 24, 2024
Keywords:
Site Characterization, Volcanic Soil, CPT, SPT, PMT, Kediri Regency
Section
Articles
Statistics Article
Article View : 107 Times
PDF Download : 64 Times
PDF Download : 64 Times
Main Article Content
Abstract
Indonesia is a country surrounded by the Pacific Ring of Fire so that various areas are dominated by volcanic soil. Volcanic soils have unique and unusual characteristics, different structures and properties from soil in general, and are strongly influenced by geological processes. Volcanic soils were also found to be problematic and caused a lot of geotechnical damage. Research on volcanic soils from a geotechnical perspective in Indonesia is still very limited. This study aims to characterize volcanic materials in Kediri Regency, East Java, Indonesia, based on in situ testing using CPT (Cone Penetration Test), Standard Penetration Test (SPT), and Pressuremeter Test (PMT). CPT and SPT are the most common and frequently used field tests, while PMT is used to obtain horizontal stresses. Some data from the X-Ray Diffraction Analysis (XRD) test and corebox drilling results will also be used in this study. Field test results will display soil classification and parameters, which will then be combined, and empirical correlations will be obtained for site characterization as well as comparisons with other volcanic soil literature studies. The results showed that the volcanic soil in Kediri Regency consists of non-lateritic to lateritic soil. Based on the CPT and SPT correlations, it was found that the qc/N value was greater than in general soils for both cohesive and non-cohesive soils. The authors also found a relationship between parameters and interpretation of PMT data against NSPT for cohesive volcanic soils in the study area.
Downloads
Download data is not yet available.
Article Details
How to Cite
Wiwarsono, F., Rahardjo, P. P., & Sadisun, I. A. (2024). Karakterisasi Tanah Vulkanik di Kabupaten Kediri, Jawa Timur, Indonesia Berdasarkan Uji CPT, SPT, dan PMT. Cantilever: Jurnal Penelitian Dan Kajian Bidang Teknik Sipil, 12(2), 83-94. https://doi.org/10.35139/cantilever.v12i2.205
References
Amar, S., & Jezequel, J. F. (1972). Essais en place et en laboratoire sur sols coherents, comparaison des resultats. Bull. Liasion Lab. Ponts Chaussees, 58, 97–108.
Arnalds, O., Bartoli, F., Buurman, P., Oskarsson, H., Stoops, G., & Garcia-Rodeja, E. (2007). Soils of Volcanic Regions in Europe. Springer Verlag. https://doi.org/https://doi.org/10.1007/978-3-540-48711-1
Bommer, J. J., Rolo, R., Mitroulia, A., & Berdousis, P. (2002). GEOTECHNICAL PROPERTIES AND SEISMIC SLOPE STABILITY OF VOLCANIC SOILS. 12th European Conference on Earthquake Engineering.
Briaud, J. L. (1992). The Pressuremeter.
Dahlgren, R., Shoji, S., & Nanzyo, M. (1993). Chapter 5 Mineralogical Characteristics of Volcanic Ash Soils. Developments in Soil Science, 21(C), 101–143. https://doi.org/10.1016/S0166-2481(08)70266-6
de Vallejo, L. G., Salas, J. A. J., & Jimenez, S. L. (1981). ENGINEERING GEOLOGY OF THE TROPICAL VOLCANIC SOILS OF LA LAGUNA, TENERIFE. Engineering Geology, 17, 1–17.
Izumiya, S., Kamura, A., Kazama, M., Kim, J., & Sato, S. (2019). Seismic Shear Behavior of Clayey Volcanic Soils in Residential Area Damaged by the 2016 Kumamoto Earthquakes in Japan. Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions – Silvestri & Moraci (Eds).
Jacquet, D. (1990). Sensitivity to remoulding of some volcanic ash soils in New Zealand. Engineering Geology, 28(1–2), 1–25. https://doi.org/10.1016/0013-7952(90)90031-U
Kulhawy, F. H., & Mayne, P. W. (1990). Manual on Estimating Soil Properties for Foundation Design.
Leamy, M. L. (1984). International Committee on the Classification of Andisols (ICOMAND) Circular Letter No. 6.
Lizcano, A., & Herrera, M. C. (2006). Suelos derivados de cenizas volcánicas en colombia. Rev. Int. de Desastres Naturales, Accidentes e Infraestructura Civil, 6(2), 167–198.
Maeda, T., Takenaka, H., & Warkentin, B. P. (1977). Physical Properties of Allophane Soils. In Advances in Agronomy Vol 29 (pp. 229–264). https://doi.org/Maeda, T. (1977). [Advances in Agronomy] Volume 29 || Physical Properties of Allophane Soils. , (), 229–264. 10.1016/S0065-2113(08)60220-5
Miura, S., Yagi, K., & Asonuma, T. (2003). Deformation-Strength Evaluation of Crushable Volcanic Soils by Laboratory and In-Situ Testing. Soils and Foundation, 43(No. 4), 47–57.
Miura, S., Yagi, K., & Kawamura, S. (1995). Liquefaction Damage of Sandy and Volcanic Grounds in the 1993 Hokkaido Nansei-Oki Earthquake. 3th International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.
Mousavi, S. M. (2017). Landslide Susceptibility in Cemented Volcanic Soils, Ask Region, Iran. Indian Geotechnical Journal, 47(1), 115–130. https://doi.org/10.1007/s40098-016-0189-3
Nanzyo, M., Shoji, S., & Dahlgren, R. (1993). Chapter 7 Physical Characteristics of Volcanic Ash Soils. Developments in Soil Science, 21, 189–207. https://doi.org/10.1016/S0166-2481(08)70268-X
Ogo, K., Hazarika, H., Kokusho, T., Matsumoto, D., Ishibashi, S., & Sumartini, W. O. (2018). Analysis of liquefaction of volcanic soil during the 2016 Kumamoto Earthquake based on boring data. Lowland Technology International 2018, 19(4), 245–250.
Okewale, I. A., & Grobler, H. (2020). A STUDY OF DYNAMIC SHEAR MODULUS AND BREAKAGE OF DECOMPOSED VOLCANIC SOILS. Journal of GeoEngineering, 15(1), 55–68. https://doi.org/http://dx.doi.org/10.6310/jog.202003_15(1).5
Picarelli, L., Evangelista, A., Rolandi, M., & Lampitiello, S. (2006). Mechanical Properties of Pyroclastic Soils in Campania Region. Proceedings of the 2nd International Workshop on Characterization and Engineering Properties of Natural Soils, 2331–2383.
Rahardjo, P. ., & Sulastri, Y. (2021). Study of Anisotropy Characteristics of Bogor Volcanic Soil. Universitas Kadiri Riset Teknik Sipil, 5(1). https://doi.org/http://dx.doi.org/10.30737/ukarst.v3i2
Rendon, M. I., Viviescas, J. C., Osorio, J. P., & Hernandez, M. S. (2020). Chemical, Mineralogical and Geotechnical Index Properties Characterization of Volcanic Ash Soils. Geotechnical and Geological Engineering, 38, 3231–3244. https://doi.org/https://doi.org/10.1007/s10706-020-01219-3
Seed, H. B., Tokimatsu, K., Harder, L. F., & Chung, R. M. (1985). The influence of SPT procedures in soil liquefaction resistance evaluations. Journal of Geotechnical Engineering, 111(12), 1425–1445.
Sumartini, W. O., Hazarika, H., Kokusho, T., & Ishibashi, S. (2018). Volcanic Cohesive Soil Behaviour under Static and Cyclic Loading. Proceeding 20th SEAGC - 3rd AGSSEA Conference in Conjunction with 22nd Annual Indonesian National Conference On Geotechnical Engineering.
Suzuki, M., & Yamamoto, T. (2004). LIQUEFACTION CHARACTERISTIC OF UNDISTURBED VOLCANIC SOIL IN CYCLIC TRIAXIAL TEST. 13th World Conference on Earthquake Engineering.
Takesue, K., Sasao, H., & Makihara, Y. (2017). Cone penetration testing in volcanic soil deposits. Advances in Site Investigation Practice, 452–463.
Verdugo, R. (2008). Singularities of Geotechnical Properties of Complex Soils in Seismic Regions. Journal of Geotechnical and Geoenvironmental Engineering, 134(7), 982–991. https://doi.org/10.1061/(asce)1090-0241(2008)134:7(982)
Wesley, L. D. (1973). Some basic engineering properties of halloysite and allophane clays in Java, Indonesia. Geotechnique, 23(4), 471–494. https://doi.org/10.1680/geot.1973.23.4.471
Wesley, L. D. (2001). Consolidation Behaviour of Allophane Clays. Geotechnique, 51(10), 901–904. https://doi.org/Wesley, L. D. (2001). Consolidation behaviour of allophane clays. Géotechnique, 51(10), 901–904. doi:10.1680/geot.2001.51.10.901
Wesley, L. D. (2010). Geotechnical Engineering in Residual Soils. John Wiley & Sons, Inc.
Wesley, L. D. (1994). The Use of Consolidometer Tests to Estimate Settlement in Residual Soils. Proceedings XIII ICSMFE Vol. 2, 929–934.
Widita, A. P., Khairulah, N., Sophian, R. I., & Muslim, D. (2017). Swelling Potential on Volcanic Soil of Brecia and Tuff in Jatinangor Area, Sumedang, West Java, Indonesian. The 2nd Join Conference of Utsunomiya University and Universitas Padjadjaran.
Wiwarsono, F., Arsyad, A. K., Rongsadi, K., Wijaya, M., Anggoro, B. W., Sugiarto, S., & Rahardjo, P. . (2021). PENELITIAN DOWNHOLE DEEP COMPACTION (DDC) BANDAR UDARA DHOHO KEDIRI.
Yamashita, S., Ito, Y., Hori, T., Suzuki, T., & Murata, Y. (2006). Geotechnical properties of liquefied volcanic soil ground by 2003 Tokachi-Oki Earthquake. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, 2737–2740. https://doi.org/10.3233/978-1-61499-656-9-273
Arnalds, O., Bartoli, F., Buurman, P., Oskarsson, H., Stoops, G., & Garcia-Rodeja, E. (2007). Soils of Volcanic Regions in Europe. Springer Verlag. https://doi.org/https://doi.org/10.1007/978-3-540-48711-1
Bommer, J. J., Rolo, R., Mitroulia, A., & Berdousis, P. (2002). GEOTECHNICAL PROPERTIES AND SEISMIC SLOPE STABILITY OF VOLCANIC SOILS. 12th European Conference on Earthquake Engineering.
Briaud, J. L. (1992). The Pressuremeter.
Dahlgren, R., Shoji, S., & Nanzyo, M. (1993). Chapter 5 Mineralogical Characteristics of Volcanic Ash Soils. Developments in Soil Science, 21(C), 101–143. https://doi.org/10.1016/S0166-2481(08)70266-6
de Vallejo, L. G., Salas, J. A. J., & Jimenez, S. L. (1981). ENGINEERING GEOLOGY OF THE TROPICAL VOLCANIC SOILS OF LA LAGUNA, TENERIFE. Engineering Geology, 17, 1–17.
Izumiya, S., Kamura, A., Kazama, M., Kim, J., & Sato, S. (2019). Seismic Shear Behavior of Clayey Volcanic Soils in Residential Area Damaged by the 2016 Kumamoto Earthquakes in Japan. Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions – Silvestri & Moraci (Eds).
Jacquet, D. (1990). Sensitivity to remoulding of some volcanic ash soils in New Zealand. Engineering Geology, 28(1–2), 1–25. https://doi.org/10.1016/0013-7952(90)90031-U
Kulhawy, F. H., & Mayne, P. W. (1990). Manual on Estimating Soil Properties for Foundation Design.
Leamy, M. L. (1984). International Committee on the Classification of Andisols (ICOMAND) Circular Letter No. 6.
Lizcano, A., & Herrera, M. C. (2006). Suelos derivados de cenizas volcánicas en colombia. Rev. Int. de Desastres Naturales, Accidentes e Infraestructura Civil, 6(2), 167–198.
Maeda, T., Takenaka, H., & Warkentin, B. P. (1977). Physical Properties of Allophane Soils. In Advances in Agronomy Vol 29 (pp. 229–264). https://doi.org/Maeda, T. (1977). [Advances in Agronomy] Volume 29 || Physical Properties of Allophane Soils. , (), 229–264. 10.1016/S0065-2113(08)60220-5
Miura, S., Yagi, K., & Asonuma, T. (2003). Deformation-Strength Evaluation of Crushable Volcanic Soils by Laboratory and In-Situ Testing. Soils and Foundation, 43(No. 4), 47–57.
Miura, S., Yagi, K., & Kawamura, S. (1995). Liquefaction Damage of Sandy and Volcanic Grounds in the 1993 Hokkaido Nansei-Oki Earthquake. 3th International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.
Mousavi, S. M. (2017). Landslide Susceptibility in Cemented Volcanic Soils, Ask Region, Iran. Indian Geotechnical Journal, 47(1), 115–130. https://doi.org/10.1007/s40098-016-0189-3
Nanzyo, M., Shoji, S., & Dahlgren, R. (1993). Chapter 7 Physical Characteristics of Volcanic Ash Soils. Developments in Soil Science, 21, 189–207. https://doi.org/10.1016/S0166-2481(08)70268-X
Ogo, K., Hazarika, H., Kokusho, T., Matsumoto, D., Ishibashi, S., & Sumartini, W. O. (2018). Analysis of liquefaction of volcanic soil during the 2016 Kumamoto Earthquake based on boring data. Lowland Technology International 2018, 19(4), 245–250.
Okewale, I. A., & Grobler, H. (2020). A STUDY OF DYNAMIC SHEAR MODULUS AND BREAKAGE OF DECOMPOSED VOLCANIC SOILS. Journal of GeoEngineering, 15(1), 55–68. https://doi.org/http://dx.doi.org/10.6310/jog.202003_15(1).5
Picarelli, L., Evangelista, A., Rolandi, M., & Lampitiello, S. (2006). Mechanical Properties of Pyroclastic Soils in Campania Region. Proceedings of the 2nd International Workshop on Characterization and Engineering Properties of Natural Soils, 2331–2383.
Rahardjo, P. ., & Sulastri, Y. (2021). Study of Anisotropy Characteristics of Bogor Volcanic Soil. Universitas Kadiri Riset Teknik Sipil, 5(1). https://doi.org/http://dx.doi.org/10.30737/ukarst.v3i2
Rendon, M. I., Viviescas, J. C., Osorio, J. P., & Hernandez, M. S. (2020). Chemical, Mineralogical and Geotechnical Index Properties Characterization of Volcanic Ash Soils. Geotechnical and Geological Engineering, 38, 3231–3244. https://doi.org/https://doi.org/10.1007/s10706-020-01219-3
Seed, H. B., Tokimatsu, K., Harder, L. F., & Chung, R. M. (1985). The influence of SPT procedures in soil liquefaction resistance evaluations. Journal of Geotechnical Engineering, 111(12), 1425–1445.
Sumartini, W. O., Hazarika, H., Kokusho, T., & Ishibashi, S. (2018). Volcanic Cohesive Soil Behaviour under Static and Cyclic Loading. Proceeding 20th SEAGC - 3rd AGSSEA Conference in Conjunction with 22nd Annual Indonesian National Conference On Geotechnical Engineering.
Suzuki, M., & Yamamoto, T. (2004). LIQUEFACTION CHARACTERISTIC OF UNDISTURBED VOLCANIC SOIL IN CYCLIC TRIAXIAL TEST. 13th World Conference on Earthquake Engineering.
Takesue, K., Sasao, H., & Makihara, Y. (2017). Cone penetration testing in volcanic soil deposits. Advances in Site Investigation Practice, 452–463.
Verdugo, R. (2008). Singularities of Geotechnical Properties of Complex Soils in Seismic Regions. Journal of Geotechnical and Geoenvironmental Engineering, 134(7), 982–991. https://doi.org/10.1061/(asce)1090-0241(2008)134:7(982)
Wesley, L. D. (1973). Some basic engineering properties of halloysite and allophane clays in Java, Indonesia. Geotechnique, 23(4), 471–494. https://doi.org/10.1680/geot.1973.23.4.471
Wesley, L. D. (2001). Consolidation Behaviour of Allophane Clays. Geotechnique, 51(10), 901–904. https://doi.org/Wesley, L. D. (2001). Consolidation behaviour of allophane clays. Géotechnique, 51(10), 901–904. doi:10.1680/geot.2001.51.10.901
Wesley, L. D. (2010). Geotechnical Engineering in Residual Soils. John Wiley & Sons, Inc.
Wesley, L. D. (1994). The Use of Consolidometer Tests to Estimate Settlement in Residual Soils. Proceedings XIII ICSMFE Vol. 2, 929–934.
Widita, A. P., Khairulah, N., Sophian, R. I., & Muslim, D. (2017). Swelling Potential on Volcanic Soil of Brecia and Tuff in Jatinangor Area, Sumedang, West Java, Indonesian. The 2nd Join Conference of Utsunomiya University and Universitas Padjadjaran.
Wiwarsono, F., Arsyad, A. K., Rongsadi, K., Wijaya, M., Anggoro, B. W., Sugiarto, S., & Rahardjo, P. . (2021). PENELITIAN DOWNHOLE DEEP COMPACTION (DDC) BANDAR UDARA DHOHO KEDIRI.
Yamashita, S., Ito, Y., Hori, T., Suzuki, T., & Murata, Y. (2006). Geotechnical properties of liquefied volcanic soil ground by 2003 Tokachi-Oki Earthquake. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, 2737–2740. https://doi.org/10.3233/978-1-61499-656-9-273
Copyright and Licensing
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-NonCommercial 4.0 International License that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).