EVALUASI GERAKAN MASSA TANAH TIMBUNAN DENGAN SISTEM SUBDRAIN DAN PERKUATAN BERDASARKAN SIMULASI NUMERIS PADA JALAN TOL SEMARANG - SOLO
Semarang-Solo highway is a part of Trans Java Tol Road System, which in construction stage has soil mbankment mass movement between Sta. 5+500 -5+800 part II Gedawang-Penggaron. In this case, research is conducted to again effective and effecient solution. The research object is soil embankment whic...
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| Format: | Thesis |
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[Yogyakarta] : Universitas Gadjah Mada
2012
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