Date of Award
Fall 2013
Project Type
Thesis
Program or Major
Civil Engineering
Degree Name
Master of Science
First Advisor
Jean Benoit
Abstract
During the fall of 2012, the New Hampshire Department of Transportation built a test embankment for the new alignment segment of the proposed Exit 6 Southbound On-Ramp site off Route 4 in Newington-Dover, New Hampshire. The purpose of the test embankment is to determine effective and efficient treatment for the long-term ground settlement of the local soft marine clay native to the site. In addition to the test embankment, prefabricated vertical drains were installed to allow pore water from the soil to seep out and accelerate time-rate consolidation. Various in situ field testing methods were performed including: piezocone penetration, flat plate dilatometer and field shear vane. Additionally, consolidation testing was performed in the laboratory with undisturbed samples of the clay. Settlement calculations were performed to compare with field values. This research will benefit construction of the site, in addition to many other upcoming sites of construction in the local area.
Recommended Citation
Getchell, Amy, "Geotechnical test embankment on soft marine clay in Newington-Dover, New Hampshire" (2013). Master's Theses and Capstones. 825.
https://scholars.unh.edu/thesis/825