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Geotechnical test embankment on soft...

Getchell, Amy.

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Geotechnical test embankment on soft marine clay in Newington-Dover, New Hampshire.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Geotechnical test embankment on soft marine clay in Newington-Dover, New Hampshire./
Author:	Getchell, Amy.
Description:	283 p.
Notes:	Source: Masters Abstracts International, Volume: 52-03.
Contained By:	Masters Abstracts International52-03(E).
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1524459
ISBN:	9781303552960

Geotechnical test embankment on soft marine clay in Newington-Dover, New Hampshire.
Getchell, Amy.

Geotechnical test embankment on soft marine clay in Newington-Dover, New Hampshire. - 283 p.

Source: Masters Abstracts International, Volume: 52-03.

Thesis (M.S.)--University of New Hampshire, 2013.

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.

ISBN: 9781303552960Subjects--Topical Terms:

783781
Engineering, Civil.

Geotechnical test embankment on soft marine clay in Newington-Dover, New Hampshire.
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100 1 $a Getchell, Amy. $3 2095044
245 1 0 $a Geotechnical test embankment on soft marine clay in Newington-Dover, New Hampshire.
300 $a 283 p.
500 $a Source: Masters Abstracts International, Volume: 52-03.
500 $a Adviser: Jean Benoit.
502 $a Thesis (M.S.)--University of New Hampshire, 2013.
520 $a 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.
590 $a School code: 0141.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geotechnology. $3 1018558
690 $a 0543
690 $a 0428
710 2 $a University of New Hampshire. $3 1017788
773 0 $t Masters Abstracts International $g 52-03(E).
790 $a 0141
791 $a M.S.
792 $a 2013
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1524459