A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression.

Saved in:
Bibliographic Details
Title: A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression.
Authors: Chen, R. P., Chen, Y. M., Han, J.
Source: Canadian Geotechnical Journal; May 2008, Vol. 45 Issue 5, p611-623, 13p
Database: Applied Science & Technology Source
Full text is not displayed to guests.
Be the first to leave a comment!
You must be logged in first