Evaluation of geotechnical design parameters using the seismic piezocone

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035 ⊔ ⊔ ‡a(OCoLC)56400308
100 1 ⊔ ‡aBennert, Thomas.
245 1 0 ‡aEvaluation of geotechnical design parameters using the seismic piezocone / ‡csubmitted by Thomas Bennert, Ali Maher, Nenad Gucunski.
260 ⊔ ⊔ ‡a[Trenton, NJ] : ‡bNew Jersey Dept. of Transportation, ‡c[2002].
300 ⊔ ⊔ ‡av, 115 p. : ‡bill. ; ‡c28 cm.
500 ⊔ ⊔ ‡a"January 2002."
500 ⊔ ⊔ ‡aSponsored by the U.S. Dept. of Transportation University Transportation Centers Program.
500 ⊔ ⊔ ‡aPerformed by Rutgers University Center for Advanced Infrastructure & Transportation for New Jersey Dept. of Transportation, Division of Research and Technology and U.S. Dept. of Transportation, Federal Highway Administration.
500 ⊔ ⊔ ‡aCover title.
504 ⊔ ⊔ ‡aIncludes bibliographical references (p. 71-73).
513 ⊔ ⊔ ‡aFinal report; ‡bJan. 1999-Oct. 2001.
538 ⊔ ⊔ ‡aMode of access: Internet.
650 ⊔ 7 ‡acone penetrometer ‡2trt
650 ⊔ 0 ‡aPenetrometers.
650 ⊔ 0 ‡aSoil penetration test.
650 ⊔ 0 ‡aSoils ‡zNew Jersey ‡xTesting.
700 1 ⊔ ‡aGucunski, Nenad.
700 1 ⊔ ‡aMaher, Ali.
710 2 ⊔ ‡aUniversity Transportation Centers Program (U.S.)
710 2 ⊔ ‡aRutgers University. ‡bCenter for Advanced Infrastructure & Transportation.
710 1 ⊔ ‡aNew Jersey. ‡bDepartment of Transportation. ‡bDivision of Research and Technology.
CID ⊔ ⊔ ‡a102187386
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DAT 1 ⊔ ‡a20171007090548.0 ‡b2023-11-28T19:07:08Z
DAT 2 ⊔ ‡a2023-11-28T18:30:02Z
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