Meningkatkan Stabilitas Lereng Berdasarkan Pengujian Karakteristik Tanah

Authors

  • Mahendra Septa Kuswiantoro Program Studi Teknik Sipil, Fakultas Teknik. Universitas Kadiri, Kediri, Indonesia
  • Agata Iwan Candra Program Studi Teknik Sipil, Fakultas Teknik. Universitas Kadiri, Kediri, Indonesia https://orcid.org/0000-0002-7657-6810
  • Rifqi Sahrul Nurhuda Program Studi Teknik Sipil, Fakultas Teknik. Universitas Kadiri, Kediri, Indonesia
  • Abdi Aziz Nurrahman Program Studi Teknik Sipil, Fakultas Teknik. Universitas Kadiri, Kediri, Indonesia
  • Ilham Fanani Program Studi Teknik Sipil, Fakultas Teknik. Universitas Kadiri, Kediri, Indonesia
  • Muhammad Najmuddin Alkamal Program Studi Teknik Sipil, Fakultas Teknik. Universitas Kadiri, Kediri, Indonesia

DOI:

https://doi.org/10.30737/jurmateks.v6i1.4763

Keywords:

Factor of Safety, Landslide, Slope Stability, Shear Strength

Abstract

Kediri Regency has diverse potential and wealth, including natural resources, culture, and tourism. One example is the Dolo waterfall located in Jugo Village. In January 2023 there was an avalanche caused by heavy rainfall in the mountainous area of Jugo Village, Mojo District, Kediri. The landslide disrupted road access to tourist attractions, infrastructure and also affected the economy. Several studies have revealed that soil type, shear strength, and soil consistency properties are important in influencing a slope’s stability level. However, the discussion of landslide prevention efforts regarding soil and slope characteristics is still limited. This study aims to determine soil type, consistency properties, shear angle, soil cohesion, and slope safety factors in Jugo Village, Mojo District, Kediri Regency. Research begins with a survey and sampling, then testing is carried out in the laboratory and calculated the slope safety factor (Fs). The results revealed that the characteristics of the soil in Jugo Village influenced the landslides that occurred. Both the type of soil, the consistency limit, and the shear strength of the soil indicate that the slope is unstable, this is also indicated by the calculation value of Fs <1. The results of this study can be used as a reference in planning and carrying out slope stability at that location so as to prevent landslides in the future. The effort that can be done is to change the slope to 35° so that the slope becomes stable.

References

KSM Tour, “Air Terjun Dolo Pemandangan Memikat di Kediri Jawa Timur,” KSM Tour. https://ksmtour.com/informasi/tempat-wisata/jawa-timur/air-terjun-dolo-pemandangan-memikat-di-kediri-jawa-timur.html (accessed Apr. 27, 2023).

Google Maps, “Air Terjun Dolo.” https://www.google.com/maps/place/Air+Terjun+Dolo/@-7.8703753,111.8327569,17z/ (accessed Apr. 27, 2023).

Y. Wu, Y. Ke, Z. Chen, S. Liang, H. Zhao, and H. Hong, “Application of alternating decision tree with AdaBoost and bagging ensembles for landslide susceptibility mapping,” Catena, vol. 187, no. October 2019, p. 104396, 2020, doi: 10.1016/j.catena.2019.104396.

X. Jiang, W. Liu, H. Yang, Z. Li, W. Fan, and F. Wang, “A 3D Model Applied to Analyze the Mechanical Characteristic of Living Stump Slope with Different Tap Root Lengths,” Appl. Sci., vol. 13, no. 3, 2023, doi: 10.3390/app13031978.

L. Y. Xu, J. M. Pan, Y. Y. Xue, and F. Cai, “A numerical investigation of influence of low-plasticity fines in sand on lateral response of piles,” Mar. Georesources Geotechnol., vol. 38, no. 3, pp. 302–311, 2020, doi: 10.1080/1064119X.2019.1569740.

P. Paudyal, P. Dahal, P. Bhandari, and B. K. Dahal, “Sustainable rural infrastructure: guidelines for roadside slope excavation,” Geoenvironmental Disasters, vol. 10, no. 1, 2023, doi: 10.1186/s40677-023-00240-x.

S. Patel, C. H. Solanki, K. R. Reddy, and S. K. Shukla, Lecture Notes in Civil Engineering Satyajit Patel of the Indian Geotechnical Conference 2019, vol. III. 2019.

K. Zhang, S. Wang, H. Bao, and X. Zhao, “Characteristics and influencing factors of rainfall-induced landslide and debris flow hazards in Shaanxi Province, China,” Nat. Hazards Earth Syst. Sci., vol. 19, no. 1, pp. 93–105, 2019, doi: 10.5194/nhess-19-93-2019.

M. T. T. Cho, A. Chueasamat, T. Hori, H. Saito, and Y. Kohgo, “Effectiveness of filter gabions against slope failure due to heavy rainfall,” Soils Found., vol. 61, no. 2, pp. 480–495, 2021, doi: 10.1016/j.sandf.2021.01.010.

M. Kiernan, M. Xuan, J. Montgomery, and J. B. Anderson, “Integrated Characterization and Analysis of a Slow-Moving Landslide Using Geotechnical and Geophysical Methods,” Geosci., vol. 12, no. 11, pp. 1–18, 2022, doi: 10.3390/geosciences12110404.

M. L. Istiyanti and S. Goto, “Characteristics of physical properties of the sliding and its surrounding layers in landslides caused by the 2018 Hokkaido Eastern Iburi Earthquake,” Geoenvironmental Disasters, vol. 9, no. 1, 2022, doi: 10.1186/s40677-022-00223-4.

C. Zhou et al., “Landslide characterization applying sentinel-1 images and insar technique: The muyubao landslide in the three gorges reservoir area, China,” Remote Sens., vol. 12, no. 20, pp. 1–20, 2020, doi: 10.3390/rs12203385.

G. C. Komadja et al., “Geotechnical and geological investigation of slope stability of a section of road cut debris-slopes along NH-7, Uttarakhand, India,” Results Eng., vol. 10, no. April, 2021, doi: 10.1016/j.rineng.2021.100227.

Y. Wang, J. Li, Q. Jiang, Y. Huang, and X. Li, “Experimental Study on Variation Law and Mechanism of Soil Shear Strength Parameters along the Slope,” Adv. Civ. Eng., vol. 2019, 2019, doi: 10.1155/2019/3586054.

O. Igwe and C. Chukwu, “Slope stability analysis of mine waste dumps at a mine site in Southeastern Nigeria,” Bull. Eng. Geol. Environ., vol. 78, no. 4, pp. 2503–2517, 2019, doi: 10.1007/s10064-018-1304-8.

Z. Anis, G. Wissem, H. Riheb, P. Biswajeet, and G. Mohamed Essghaier, “Effects of clay properties in the landslides genesis in flysch massif: Case study of Aïn Draham, North Western Tunisia,” J. African Earth Sci., vol. 151, pp. 146–152, 2019, doi: 10.1016/j.jafrearsci.2018.12.005.

D. J. U. Infante, G. M. A. Martinez, P. A. Arrua, and M. Eberhardt, “Shear Strength Behavior of Different Geosynthetic Reinforced Soil Structure from Direct Shear Test,” Int. J. Geosynth. Gr. Eng., vol. 2, no. 2, 2016, doi: 10.1007/s40891-016-0058-2.

S. Wang, R. Luna, and J. Yang, “Effect of Plasticity on Shear Behavior of Low-Plasticity Fine-Grained Soil,” J. Mater. Civ. Eng., vol. 29, no. 3, pp. 2–8, 2017, doi: 10.1061/(asce)mt.1943-5533.0001751.

A. Chegenizadeh, M. Keramatikerman, and H. Nikraz, “Liquefaction resistance of fibre reinforced low-plasticity silt,” Soil Dyn. Earthq. Eng., vol. 104, no. September 2016, pp. 372–377, 2018, doi: 10.1016/j.soildyn.2017.11.004.

F. Sengani and F. Mulenga, “Influence of rainfall intensity on the stability of unsaturated soil slope: Case study of r523 road in thulamela municipality, limpopo province, south africa,” Appl. Sci., vol. 10, no. 24, pp. 1–32, 2020, doi: 10.3390/app10248824.

M. Lalitha et al., “Evaluating pedogenesis and soil Atterberg limits for inducing landslides in the Western Ghats, Idukki District of Kerala, South India,” Nat. Hazards, vol. 106, no. 1, pp. 487–507, 2021, doi: 10.1007/s11069-020-04472-0.

ASTM C136, “ASTM C136/C136M Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates,” ASTM Stand. B., pp. 3–7, 2019.

ASTM, “D4318 - 00: Standards,for Liquid Limit, Plastic Limit, and Plasticity Index of Soils This c of soils, ASTM D 4318-00,” ASTM Int., vol. 04, pp. 1–14, 2000.

ASTM D3080, “ASTM D 3080 - 03 Direct Shear Test of Soilds Under Consolidated Drained Conditions,” ASTM Int., vol. 04, p. 7, 2003.

Das, “Principles of Geotechnical Engineering,” J. Chem. Inf. Model., vol. 53, no. 9, pp. 1689–1699, 2013.

S. Islam, A. Begum, and M. Hasan, “Slope stability analysis of the Rangamati District using geotechnical and geochemical parameters,” Nat. Hazards, no. 0123456789, 2021, doi: 10.1007/s11069-021-04750-5.

Downloads

PlumX Metrics

Published

2023-06-30

Issue

Section

Articles