Abstract

<p>Highway built on high plasticity clay will be easily damaged by groundshrinkage flower essence. Stabilization of clayby mixing lime is a repairement method that has been proven quite effective. However, this method is difficult to be applied in existing road because demolition must be done. Stabilization of clay using lime solution injection is the method proposed toovercome the problems of expansive clay under the existing highway, therefore demolition is not required. This study was conducted to obtain effective parameters influencing the distance lime solution injection sites and time required for complete stabilization process. This research was conductedin labotarorium by injection experiments. Test results shows indications of soil plasticity decrease, especially the value of plasticity index (PI) and liquid limit (LL). PI decreases from 24.74% to 19.5% and LL decrease from 52.32% to 45%. Based on data analysis it appears that the time required for complete lime solution injection (effective time) has not been obtained in this test. Based on test data, until the day 28 value of soil plasticity index is still low. In this study obtained effective distance influencing the injectionsolution of lime is 100 cm. The distance is still need to be enlarged by increasing the high pressure.</p>

Highlights

  • Sebagian besar kerusakan jalan raya di Indonesia khusunya di Pulau Jawa disebabkan oleh kembang susut tanah dasarnya yang berupa lempung dengan plastisitas tinggi (Suherman, 2003)

  • Highway built on high plasticity clay will be damaged by ground shrinkage flower essence

  • Stabilization of clay using lime solution injection is the method proposed to overcome the problems of expansive clay under the existing highway, demolition is not required

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Summary

METODE PENELITIAN

Material tanah lempung yang akan digunakan sebagai bahan penelitian ini diambil dari daerah Pasren Purbalingga. Peralatan utama yang diperlukan untuk melakukan penelitian adalah alat pengujian batas konsistensi tanah, kotak uji dan alat injeksi, dengan rincian sebagai berikut ini: 1) Alat uji konsistensi tanah untuk menguji batas cair, batas plastis dan indek plasisitas tanah. 3) Peralatan injeksi merupakan alat untuk menginjeksikan larutan kapur dalam tanah (Gambar 4a). Pengujian pendahuluan dilakukan untuk mendapatkan sifat-sifat fisik dan indek tanah yaitu, berat jenis, batas cair, batas plastis, indek plastisitas dan gradasi tanah. Penelitian utama dilakukan untuk melakukan pengujian tanah yang distabilisasi dengan larutan kapur. Pada penelitian utama ini dilakukan dalam beberapa tahap, yaitu: persiapan alat dan bahan (Gambar 5), tahap injeksi dan tahap pengujian sampel tanah.

HASIL DAN PEBAHASAN
KESIMPULAN DAN SARAN
Lempung Lunak Menggunakan Kolom Kapur Terhadap
Viability of Lime Stabilization of Expansive Soils for Road
Full Text
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