Pengaruh Penambahan Abu Serbuk Kayu Dan Serbuk Batu Bata Berdasarkan Uji Konsolidasi Dan Waktu Penurunan Tanah Lempung

The Effect Of Addition Of Wood Powder And Brick Powder Based On Consolidation Test And Settlement Time Of Clay

Authors

  • Ranggaski Yoan Vianus Universitas Palangka Raya
  • Mohammad Ikhwan Yani Universitas Palangka Raya
  • Fatma Sarie Universitas Palangka Raya

DOI:

https://doi.org/10.33084/mits.v9i2.2170

Keywords:

abu serbuk kayu, konsolidasi, serbuk batu bata, tanah lempung, waktu penurunan

Abstract

The waste from the wood and brick industry in Central Kalimantan is largely unused. The research objective aims to analyze the physical and mechanical properties of clay soil in the Tumbang Rungan area of ​​Palangka Raya City, Central Kalimantan and the effect of adding sawdust ash and brick powder based on the consolidation test and the time of subsidence of the clay soil using the Terzaghi one-dimensional consolidation method with the addition of a mixture of 2 variations 2,5%, 5% and 7,5%. Tests conducted are to obtain the consolidation reduction value (Sc) and the consolidation coefficient value (Cv). The results of the study using a mixture of sawdust ash and brick powder obtained changes in the Sc and Cv values ​​of the original soil. The original soil has a value of Sc (e) = 0.291 cm and Cv (t50) = 0.01913205 cm²/s, Cv (t90) = 0.031062161 cm²/s and the addition of a mixture of 5% variation of material has decreased the value of Sc (e) = 0.203 cm and Cv (t50) = 0.00722173 cm²/s, Cv (t90) = 0.011679143 cm²/s. The effective mixture variation for adding mixed material to clay is a variation of 5%.

Downloads

Download data is not yet available.

Author Biographies

Ranggaski Yoan Vianus, Universitas Palangka Raya

Student of Civil Engineering, Universitas Palangka Raya

Mohammad Ikhwan Yani, Universitas Palangka Raya

Lecturer of Civil Engineering, Universitas Palangka Raya

Fatma Sarie, Universitas Palangka Raya

Lecturer of Civil Engineering, Universitas Palangka Raya

References

ASTM Standards. (1963). ASTM D 422-63, Standard Test Method for Particle-Size Analysis of Soils. v.63.
ASTM Standards. (1989). ASTM D 2435-50. Standard Test Method for One-Dimensional Consolidation Properties of Soils.
ASTM Standards. (1995). ASTM D 4318-95, Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, v.04, p.1-14.
ASTM Standards. (1998). ASTM D 2216-98, Standard Test Method for Laboratory Determination of Water (Moisture) Content of Soil, Rock, and Soil Aggregate Mixtures.
ASTM Standards. (2002). ASTM D 854-02, Standard Test Method for Particle Specific Gravity of Soil Solids by Water Pycnometer.
Bowles, J E. (1991). Sifat-sifat Fisik Tanah dan Geoteknis Tanah. Erlangga. Jakarta.
Craig, R. F. (1989). Mekanika Tanah edisi keempat. Erlangga. Jakarta.
Das, Braja M. (1995). Mekanika Tanah Jilid I (Prinsip-prinsip Rekayasa Geoteknis). Erlangga. Jakarta.
Hardiyatmo, H. C. (2002). Mekanika Tanah I, Edisi ke tiga. Penerbit PT, Gramedia Pustaka Utama, Jakarta.
Terzaghi, K., & Peck, R. B. (1987). Mekanika Tanah dalam Praktek Rekayasa I, Alih bahasa Bagus, W., dan K. Benny. Erlangga, Jakarta.Teknik Universitas Sam Ratulangi

Downloads

Published

2021-06-01

How to Cite

Vianus, R. Y., Yani, M. I., & Sarie, F. (2021). Pengaruh Penambahan Abu Serbuk Kayu Dan Serbuk Batu Bata Berdasarkan Uji Konsolidasi Dan Waktu Penurunan Tanah Lempung: The Effect Of Addition Of Wood Powder And Brick Powder Based On Consolidation Test And Settlement Time Of Clay. Media Ilmiah Teknik Sipil, 9(2), 124–128. https://doi.org/10.33084/mits.v9i2.2170