Stabilisasi Tanah Lempung Menggunakan Semen dan Renolith

Kholis, Nur; Gunarti, Anita Setyowati Srie; Sylviana, Rika

doi:10.33558/bentang.v6i1.535

Cited by 12 publications

(7 citation statements)

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“…Hasil uji kepadatan tanah menunjukkan nilai sebesar 1,38 g/cm 3 . Kholis et al (2018) juga menguji sampel tanah lempung dan mendapatkan nilai kepadatan kering tanah sebesar 1,34 g/cm 3. . Hal ini menujukkan bahwa tanah yang sudah ditambahkan soil stabilizer memiliki kepadatan yang lebih dibandingkan tanah lempung biasa.…”

Section: Pembahasanunclassified

Efektivitas Pemberian Cairan Soil Stabilizer Pada Tanah Wadah Budidaya Udang Vaname (Litopenaeus vanamei)

Nurussalam,

Nirmala,

Aziz

2024

Akuakultur

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Leaking ponds based on soil is often a problem in shrimp farming. This can trigger a potential increase in production costs, so that vaname shrimp farmers can experience losses. One solution that can be sought to prevent leakage of ponds based on soil is soil stabilization, namely by adding additives to the soil in the form of soil stabilizer liquid. This study aims to determine the effectiveness of providing soil stabilizer with a chemical base that has polymer ionic bonds in the soil of the vannamei shrimp (Litopeneaus vanamei) culture container. This study used a completely randomized design (CRD) with two treatments, namely control and treatment with the addition of soil stabilizer fluid with the same dose, each with four replications. The research was carried out through four stages, namely the stage of testing soil properties, making soil samples, Unconfined Compressive Strength (UCS) test, and soil permeability. The results of the treatment with soil stabilizer fluid had an effect on the permeability of the sample soil. The control coefficient value is 4.94 x 10-7, while for the sample soil treatment, the average value is 2.62 x 10-7. Based on the results of statistical tests, the results were significantly different from the treatment soil. The pressure strength test after being tested using statistical analysis did not differ between treatments. The addition of soil stabilizer can reduce the value of soil permeability. Provision of soil stabilizer can reduce the value of permeability up to 47%. However, the addition of the soil stabilizer did not produce a significant difference in pressure strength..

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Section: Pembahasanunclassified

Efektivitas Pemberian Cairan Soil Stabilizer Pada Tanah Wadah Budidaya Udang Vaname (Litopenaeus vanamei)

Nurussalam,

Nirmala,

Aziz

2024

Akuakultur

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“…Usaha stabilisasi tanah yang telah dilakukan akan dievaluasi dengan menjalankan pengujian terhadap sifatsifat tanah asli dan tanah setelah distabilisasi. Jenis pengujian ini, diantaranya adalah pengujian sifat fisis tanah, uji nilai sifat mekanis berupa CBR (California Bearing Ratio), UCS (Unconfined Compressive Strength), dan direct shear [8].…”

Section: Pendahuluanunclassified

Perilaku Geoteknis Tanah Lanau yang Distabilisasi dengan Serutan Karet Ban

Utama,

Harianto,

Dwianto

2024

RTCEJRD

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Recently, developments in the geotechnical-environmental engineering field have become more attractive. One of the interesting efforts to be researched is how the geotechnical behavior of silty soil reinforced with fiber from shredded tires. This study aims to evaluate silty soil's mechanical properties, which are stabilized with shredded tires. This research involved shredded tire from used tire shreds with proportions of 2%, 3%, 4%, and 5% by dry weight of soil sample. The tests of soil physical properties and mechanical properties were conducted to evaluate the characteristics of the mixture soil. The unconfined compressive strength (UCS), shear strength, California Bearing Ratio (CBR) and cracking behavior were verified to evaluate the behavior of the silty soil–shredded tires mixture. The results showed that adding 2% shredded tires performed satisfied on some of the mechanical properties tested. These results illustrate the potential of utilizing shredded tires waste as an alternative material that can reduce tire rubber waste.

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“…pengujian stabilisasi tanah lempung menggunakan pengujian CBR laboraturium dilakukan dua pengujian terbagi atas pengujian Fisis dan pengujian mekanis, pada pengujian fisis terbagi atas pengujian kadar air, berat jenis, bobot isi, atterberg, analisa ukuran butiran, dan pemadatan standar npada pengujian fisis bertujian untuk mengetahui karakteristik tanah sehingga tanah tergolong pada klasifikasi tanah menurut AASTHO [8], [9]. Selanjutnya pengujian mekanis pengujian mekanis bertujuan untuk mencari perkuatan tanah dengan mengunakan pengujian CBR laboraturium rendaman dengan meninjau pengujian pengembangan (swelling) dengan presentasi penambahan semen dan abu batu bata.…”

Section: Padaunclassified

Pengaruh Pemakaian Semen Abu Bata Merah Untuk Stabilisasi Tanah Lempung

Sun¹,

Budianto

Utary

2023

MJCE

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Tanah lempung merupakan tanah yang terdapat pada daerah Kabupaten Merauke tanah lempung memiliki sifat pada musim penghujan tanah menjadi lunak sehingga stabilisasi tanah sangat rendah sehingga dapat mempengaruhi kerusakan jalan sehingga perlu dilakukan perbaikan pada tanah dasar menggunakan material Semen dan Abu batu bata. Tujuan penelitian dilakukan agar melihat besar nilai CBR laboraturium terhadap penambahan semen dan abu batu bata dengan menggunakan CBR laboraturium rendaman. Metode yang digunakan dalam penelitian ini menggunakan metode eksperimental dimana proses pengujiannya dilakukan permodelan uji CBR laboraturium rendaman dengan perendaman selama 3 hari pemeraman dengan mengabungkan semen dan abu bata dengan presentase perencanaan 0%,5%,10%,15%, dan 20% dengan peningkatan nilai CBR laboraturium dinyatakan dalam (%). Hasil penelitian didapatkan nilai kadar air tanah 7,14 %, berat jenis tanah GS 2,63, gradasi butir tanah lolos saringan no.200 79,8% sehingga tanah lanau berlempung masuk pada klasifikasi tanah menurut AASTHO A-7-5, hasil nilai CBR laboraturium tanpa penambahan abu batu bata dan semen 0% memiliki nilai 2,76%, penambahan 5% abu batu bata dan 5% semen memiliki nilai 12,20%, penambahan 10% abu batu bata dan 10% semen menmiliki nilai 26,15%, penambahan 15% abu batu bata dan 15% semen memiliki nilai 42,71%, penambahan 20% abu batu bata dan 20% semen memiliki nilai 71,48% sehingga nilai CBR laboraturium sangat baik.

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Stabilisasi Tanah Lempung Menggunakan Semen dan Renolith

Cited by 12 publications

References 0 publications

Efektivitas Pemberian Cairan Soil Stabilizer Pada Tanah Wadah Budidaya Udang Vaname (Litopenaeus vanamei)

Efektivitas Pemberian Cairan Soil Stabilizer Pada Tanah Wadah Budidaya Udang Vaname (Litopenaeus vanamei)

Perilaku Geoteknis Tanah Lanau yang Distabilisasi dengan Serutan Karet Ban

Pengaruh Pemakaian Semen Abu Bata Merah Untuk Stabilisasi Tanah Lempung

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