EVALUATION OF SOIL EMBANKMENT MASS MOVEMENT BY USING SUBDRAIN SYSTEM AND REINFORCEMENT BASED ON THE NUMERICAL SIMULATION OF SEMARANG-SOLO TOLL ROAD

Semarang-Solo highway is a part of Trans Java Toll Road System, which in construction stage has soil embankment mass movement between Sta. 5+ 500, -5+800 part II Gedawang-Penggaron. In this case, research is conducted to again effective and efficient solution. The research object is soil embankment...

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Bibliographic Details
Main Authors: Syahbudin Dayanun, Ahmad Rifa’i, Kabul Basah Suryolelono
Format: Article
Language:English
Published: Universitas Gadjah Mada 2014-01-01
Series:Journal of the Civil Engineering Forum
Online Access:https://jurnal.ugm.ac.id/jcef/article/view/18898