3. Nilai modulus elastisitas tanah meningkat empat kali lebih tinggi dan modulus reaksi tanah meningkat tiga kali lebih tinggi dibandingkan tanah tanpa stabilisasi. Sedangkan deformasi vertikal menurun tiga kali lebih kecil. Deformasi model lime treated base tanah laterit stabilisasi kapur akan memenuhi syarat teknis pada penambahan kapur 7% sampai 10%
(memenuhi syarat lendutan L/240 PU. Bina Marga). Sedangkan Hasil validasi uji model dengan analisis numerik model fisik, menujukkan perbedaan yang sangat kecil.
4. Perlu dilakukan pengujian untuk pemanfaatan tanah laterit sebagai material konstruksi selain lapisan pondasi jalan, seperti batu bata, batako, paving blok, genteng, layer TPA, material bendung, dan lain sebagainya.
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