Proposed Design Graphs of Geotextile Reinforcement on Soft Clay under Various Field Conditions
This paper describes the behavior of reinforced embankments constructed on soft clay subgrade with varying compressible depths, embankment slopes and embankment heights. The stability of the embankment is evaluated using the Bishop method. The resistance moment and the numbers of geotextiles require...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Petra Christian University
2016-09-01
|
| Series: | Civil Engineering Dimension |
| Subjects: | |
| Online Access: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/19714 |