PENGARUH PERUBAHAN KADAR AIR TERHADAP SIFAT TEKNIS TANAH LANAU KELEMPUNGAN PADA JALAN TOL SEMARANG-SOLO SECTION II
Development work Semarang-Solo highway Phase I, the Semarang-Bawen section II Gedawang-Penggaron embankment foundation soils are claysilt mainly in Km 18 +600. The landslide occurred at Km on the side of the road at coordinates S 7 º 5'54, 5 \"and E 110 º 25'20, 4\". Purpose of...
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[Yogyakarta] : Universitas Gadjah Mada
2013
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