The significance of cap and base restraint in strength tests on soils : a report of an investigation

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049 ⊔ ⊔ ‡aMAIN
088 ⊔ ⊔ ‡aTE-66-5
100 1 ⊔ ‡aDuncan, James M.
245 1 4 ‡aThe significance of cap and base restraint in strength tests on soils : ‡ba report of an investigation / ‡cby J.M. Duncan, H.B. Seed and P. Dunlop.
260 ⊔ ⊔ ‡aBerkeley, Calif. : ‡bSoil Mechanics and Bituminous Materials Research Laboratory, University of California, ‡c1966.
300 ⊔ ⊔ ‡a76 pages : ‡billustrations ; ‡c27 cm.
336 ⊔ ⊔ ‡atext ‡btxt ‡2rdacontent
337 ⊔ ⊔ ‡aunmediated ‡bn ‡2rdamedia
338 ⊔ ⊔ ‡avolume ‡bnc ‡2rdacarrier
490 0 ⊔ ‡aReport ; ‡vno. TE-66-5
500 ⊔ ⊔ ‡aIn cooperation with the U.S. Army Engineer Waterways Experiment Station.
500 ⊔ ⊔ ‡a"TE-66-5."
500 ⊔ ⊔ ‡a"August 1966."
538 ⊔ ⊔ ‡aMode of access: Internet.
650 ⊔ 7 ‡aSoils ‡xTesting. ‡2fast ‡0(OCoLC)fst01124822
650 ⊔ 6 ‡aSols ‡xEssais.
650 ⊔ 0 ‡aSoils ‡xTesting.
700 1 ⊔ ‡aDunlop, P.
700 1 ⊔ ‡aSeed, H. Bolton ‡q(Harry Bolton)
710 2 ⊔ ‡aUniversity of California, Berkeley. ‡bSoil Mechanics and Bituminous Materials Research Laboratory.
CID ⊔ ⊔ ‡a102926095
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