ABSTRAK
Penelitian ini bertujuan untuk mengetahui jenis tanah, korelasi parameter tanah dengan kedalaman, dan korelasi antar parameter tanah di wilayah DKI Jakarta berdasarkan hasil pengujian laboratorium di Laboratorium Mekanika Tanah Universitas Indonesia. Hasil penelitian ini menunjukan bahwa jenis tanah DKI Jakarta dominan terdiri dari 2 (dua) jenis tanah yaitu MH (lanau dengan plastisitas tinggi) dan SM (pasir berlanau). Berdasarkan korelasi parameter tanah dengan kedalaman di wilayah DKI Jakarta maka didapatkan kadar air (Wc) berkisar 19.7-133.5%, liquid limit (LL) berkisar 39-129%, plastic limit (PL) berkisar 28-77%, plasticity index (PI) berkisar 8-51.5%, density (γ) berkisar 12.8-18.5 kN/m3, specific gravity (Gs) berkisar 2.5-2.77, kohesi (c) berkisar 0-69 kN/m2, sudut geser berkisar 0-31°, angka pori (e0) berkisar 0.4-3.1, tegangan overburden (Po) berkisar 15-144 kPa, tegangan pre-consolidated (Pc) berkisar 37-358 kPa, indeks kompresi (Cc) berkisar 0.09-1.51, dan indeks pemampatan kembali (Cr) berkisar 0.01-0.32. Berdasarkan korelasi index properties dan engineering properties, yaitu korelasi antara Cc dengan PI, Cc dengan LL, Cc dengan e0, Cc dengan Wc, e0 dengan Wc, dan e0 dengan γ, menghasilkan koefisien korelasi dengan tingkat hubungan kuat, kecuali korelasi antara Cc dengan PI dan Cc dengan LL pada Kelompok 1 dan Kelompok 2 kurang dapat diandalkan karena memiliki koefisien korelasi dengan tingkat hubungan rendah.

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ABSTRACT
This study aims to determine the type of soil, the correlation of soil parameters with depth, and the correlation between soil parameters in the DKI Jakarta region based on the results of laboratory testing at the University of Indonesia's Laboratory of Soil Mechanics. Statistical data processing uses Microsoft Excel to graph, linear equations, calculation of the coefficient of variance (COV) and correlation coefficients. The results of this study indicate that the type of soil in the DKI Jakarta area is dominant consisting of 2 (two) types of soil, namely MH (silt with high plasticity) and SM (silty sand) with high plasticity. Based on the correlation of soil parameters with depth in the DKI Jakarta area, the Wc was 19.7-133.5%, LL was 39-129%, PL was 28-77%, PI was 8-51.5%, γ was 12.8-18.5 kN/m3, Gs was 2.5-2.77, c was 0-69 kN/m2, friction angles was 0-31°, e0 was 0.4-3.1, Po was 15-144kPa, Pc was 37-358kPa, Cc was 0.09-1.51, and Cr was 0.01-0.32. Based on correlation index properties and engineering properties, the correlation between Cc and PI, Cc with LL, Cc with e0, Cc with Wc, e0 with Wc, and e0 with γ, produces a correlation coefficient with a strong level of correlation.