Research Article

Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment

Table 3

The grades of influence degree.

Factors

Medium (+)Low (+)Medium (+)Low (−)Low (+)
High (+)High (+)Low (−)Low (−)Low (−)
Medium (+)High (−)Low (−)Medium (−)Low (−)