Mengklasifikasikan Tanah Lempung Menggunakan USCS

Agata Iwan Candra; Yuzi Melia Adi Putri; Onie Wardani; Zaizafun Zakiya; Annas Dwi Safi'i

doi:10.24036/cived.v9i3.117204

Mengklasifikasikan Tanah Lempung Menggunakan USCS

Agata Iwan Candra, Yuzi Melia Adi Putri, Onie Wardani, Zaizafun Zakiya, Annas Dwi Safi'i

Abstract

Tanah lempung merupakan salah satu jenis tanah yang terdiri dari butiran yang sangat kecil dan berwarna coklat. Untuk mengetahui identitas tanah lempung sangat diperlukan pengujian agar dapat mengklasifikasikannya. Metode yang digunakan adalah metode USCS. Sampel tanah yang diambil berada di Desa Pojok, Kota Kediri. Pengujian tersebut berdasarkan uji Gradasi Ayakan, Liquid Limit, dan Plastis Limit. Dalam pengujian gradasi ayakan ditemukan koefisien keseragaman(Cu) sebesar 3 dan koefisien gradasi(Cc) sebesar 0,96. Pengujian batas cair menghasilkan kadar air 36,556% merupakan kriteria sedang. Batas plastis menghasilkan kadar air 24,15% merupakan kriteria sedang. Sedangkan pengujian indeks plastisitas menghasilkan 12,41%. Berdasarkan pengujian ini, sampel tanah tergolong kelompok SP(POORLY GRADED SAND) yaitu kelompok gravel yang bergradasi baik dengan penggolongan Cu ˂6 dan 1 ˃Cc ˃3. Karakteristik agregat tanah lempung yang ada di Desa Pojok memiliki sifat fisik berwarna coklat, teksturnya halus dan lengket, menunjukkan sifat-sifat plastis dan juga memiliki sifat kohesi. Agregat tanah lempung yang ada di Desa Pojok ini pun sudah memenuhi spesifikasi untuk penyerapan air agregat kasar, penyerapan air agregat halus, keausan agregat kasar, dan agregat alamnya juga sudah memenuhi spesifikasi. Selain itu, manfaat dari pengujian untuk mengklasifikasikan jenis tanah ini dapat digunakan sebagai dasar untuk pengujian tanah selanjutnya.

Keywords

tanah, analisa ayakan, liquid limit, plastis limit

Full Text:

PDF

References

B. M. Das, “Mekanika Tanah (Prinsip-prinsip Rekayasa Geoteknik,” Penerbit Erlangga, pp. 1–300, 1995.

N. Fahrriana, Y. Ismina, E. N. Lydia, and H. Ariesta, “Analisis Klasifikasi Tanah Dengan Metode Uscs ( Meurandeh Kota Langsa ),” J. Ilm. Jurutera, vol. 6 (2), pp. 005–013, 2019, [Online]. Available: https://ejurnalunsam.id/index.php/jurutera/article/view/1622/1284.

S. Gu, X. Kang, L. Wang, E. Lichtfouse, and C. Wang, “Clay mineral adsorbents for heavy metal removal from wastewater: a review,” Environ. Chem. Lett., vol. 17, no. 2, pp. 629–654, 2019, doi: 10.1007/s10311-018-0813-9.

A. Kausar et al., “Dyes adsorption using clay and modified clay: A review,” J. Mol. Liq., vol. 256, pp. 395–407, 2018, doi: 10.1016/j.molliq.2018.02.034.

M. K. Uddin, “A review on the adsorption of heavy metals by clay minerals, with special focus on the past decade,” Chem. Eng. J., vol. 308, pp. 438–462, 2017, doi: 10.1016/j.cej.2016.09.029.

P. R. Rangan and A. T. Arrang, “Stabilisasi Tanah Lempung Ekspansif dengan Limbah Keramik,” J. Dyn. Saint, vol. 5, no. 2, pp. 945–950, 2021, doi: 10.47178/dynamicsaint.v5i2.1098.

N. Tiwari, N. Satyam, and S. Kumar Shukla, “An experimental study on micro-structural and geotechnical characteristics of expansive clay mixed with EPS granules,” Soils Found., vol. 60, no. 3, pp. 705–713, 2020, doi: 10.1016/j.sandf.2020.03.012.

Y. Zhou, M. Li, Q. He, and K. Wen, “Deformation and Damping Characteristics of Lightweight Clay-EPS Soil under Cyclic Loading,” Adv. Civ. Eng., vol. 2018, 2018, doi: 10.1155/2018/8093719.

Ş. Öncü and H. Bilsel, “Effect of zeolite utilization on volume change and strength properties of expansive soil as landfill barrier,” Can. Geotech. J., vol. 54, no. 9, pp. 1320–1330, 2017, doi: 10.1139/cgj-2016-0483.

A. C. D.-18 on Soil and Rock, “Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) 1,” vol. i, 2017.

R. Li, X. Hu, F. Chen, X. Wang, H. Xiong, and H. Wu, “A systematic framework for DEM study of realistic gravel-sand mixture from particle recognition to macro- and micro-mechanical analysis,” Transp. Geotech., vol. 34, no. July 2021, p. 100693, 2022, doi: 10.1016/j.trgeo.2021.100693.

S. Iino, S. Tatsuichi, and K. Miyawaki, “Characterization of metal concentration, heavy metal elution, and desalination behavior of municipal solid waste incineration bottom and grate sifting deposition ash based on particle size,” J. Mater. Cycles Waste Manag., vol. 23, no. 1, pp. 341–357, 2021, doi: 10.1007/s10163-020-01136-w.

Badan Standardisasi Nasional, “Cara uji analisis ukuran butir tanah SNI 3423:2008,” Sni, pp. 1–27, 2008.

S. A. EL-Sayed and M. E. Mostafa, “Analysis of Grain Size Statistic and Particle Size Distribution of Biomass Powders,” Waste and Biomass Valorization, vol. 5, no. 6, pp. 1005–1018, 2014, doi: 10.1007/s12649-014-9308-5.

Y. Liu, R. Gao, and J. Chen, “A new DEM model to simulate the abrasion behavior of irregularly-shaped coarse granular aggregates,” Granul. Matter, vol. 23, no. 3, pp. 1–16, 2021, doi: 10.1007/s10035-021-01130-5.

H. Klopp and W. Bleam, “The Effects of Soil Solution Electrical Conductivity and Sodium Adsorption Ratio on Soil Liquid Limit and Soil Strength,” Commun. Soil Sci. Plant Anal., vol. 52, no. 21, pp. 2644–2653, 2021, doi: 10.1080/00103624.2021.1953060.

B. Sharma and A. Sridharan, “Liquid and plastic limits of clays by cone method,” Int. J. Geo-Engineering, vol. 9, no. 1, pp. 1–10, 2018, doi: 10.1186/s40703-018-0092-0.

B. A. B. Iii and M. Penelitian, “Gisela Adelita, 2019 ANALISIS NILAI RESISTIVITAS TANAH BERDASARKAN VARIASI KADAR AIR Universitas Pendidikan Indonesia | repository.upi.edu | perpustakaan.upi.edu 3.2,” pp. 23–33, 2019.

Badan Standardisasi Nasional, “Cara uji penentuan batas cair tanah,” Sni 19672008, p. 25, 2008.

D. 4318-00 ASTM, “ASTM 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.

P. V. Sivapullaiah and A. Sridharan, “Liquid Limit of Soil Mixtures.,” Geotech. Test. J., vol. 8, no. 3, pp. 111–116, 1985, doi: 10.1520/gtj10521j.

Badan Standardisasi Nasional, “SNI 1966:2008 Cara uji penentuan batas plastis dan indeks plastisitas tanah,” p. 15, 2008.

A. Sridharan and H. B. Nagaraj, “Plastic limit and compaction characteristics of fine-grained soils,” Gr. Improv., vol. 9, no. 1, pp. 17–22, 2005, doi: 10.1680/grim.9.1.17.58544.

A. Sridharan, H. B. Nagaraj, and K. Prakash, “Determination of the Plasticity Index from Flow Index,” Geotech. Test. J., vol. 22, no. 2, pp. 175–181, 1999, doi: 10.1520/gtj11276j.

E. Ali, E. I. Ekwue bΨ, J. Bridge, and R. Birch, “E. Ali et al.: A Three-Stack Mechanical Sieve Shaker for Determining Aggregate Size Distribution of Soils A Three-Stack Mechanical Sieve Shaker for Determining Aggregate Size Distribution of Soils,” West Indian J. Eng., vol. 35, no. 2, pp. 36–44, 2013.

C. E. Ubani, G. O. Ani, and T. T. Womiloju, “Permeability Estimation Model from Grain Size Sieve Analysis: Data of Onshore Central Niger Delta,” Eur. J. Eng. Res. Sci., vol. 3, no. 12, pp. 119–125, 2018, doi: 10.24018/ejers.2018.3.12.503.

DOI: https://doi.org/10.24036/cived.v9i3.117204

Copyright (c) 2022 Agata Iwan Candra, Yuzi Melia Adi Putri, Onie Wardani, Zaizafun Zakiya, Annas Dwi Safi’i