Your single point of reference for all your Geotechnical Inquiries
No reviews have been submitted for this Publication so far.
You must be registered in order to submit a review.
You must be registered in order to submit a review.
Share this Information:
|
|
|
PREDICTION OF THE PERFORMANCE OF A GEOGRID-REINFORCED SLOPE FOUNDED ON SOLID WASTE (2001)
An investigation was undertaken to evaluate the integrity of a geogrid - reinforced steep slope subjected to significant differential settlements and seismic loading. The reinforced soil structure under investigation was constructed in 1987 in order to enhance the stability of steep landfill slopes at the Operating Industries Inc Superfund site in California
Reference:
Soils and Foundations, Japanese Geotechnical Society, Vol. 41, No. 6, 2001
Soils and Foundations, Japanese Geotechnical Society, Vol. 41, No. 6, 2001
Organization:
University of Colorado at Boulder, USA
USA
University of Colorado at Boulder, USA
USA
User Rating:
You must be registered to vote.
