APPLICATIONS to GEOTECHNICAL DESIGN - Marchetti DMT
APPLICATIONS to GEOTECHNICAL DESIGN - Marchetti DMT
APPLICATIONS to GEOTECHNICAL DESIGN - Marchetti DMT
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<strong>DMT</strong>-calculated vs observedSETTLEMENTSSCHMERTMANN, 1986 - 16 CASE-HISTORYProc. In Situ '86 ASCE Spec. Conf. VIP, Blacksburg, p.303.No Location Structure Compressi Settlement (mm) Ratioble soil<strong>DMT</strong>/<strong>DMT</strong> ** meas meas.1 Tampa Bridge pier HOC Clay *25 b,d 15 1.672 Jacksonville Power Plant Compactedsand*15 b,o 14 1.07(ave.3)3 Lynn Haven Fac<strong>to</strong>ry Peaty sd. 188 a 185 1.024 BritishColumbiaTestembankmentPea<strong>to</strong>rg. sd.2030 a 2850 0.715abc6abFredric<strong>to</strong>n""Ontario"Surcharge3' platebuildingRoadembankmentbuildingSandSandQuick cl.SiltPeatPeat*11*22*78*300*262aaaa,oa,o1528352752700.730.792.231.090.977 Miami 4' plate Peat 93 b 71 1.318abPeterborough"Apt. bldgFac<strong>to</strong>rySd. & si. *58*20a, oa, o48171.211.189 " Water tank Si. clay *30 b,o 31 0.9710a Linkoping 2x3 m plate Si. sand *9 a,o 6.7 1.34b "1.1x1.3m Si. sand *4 a,o 3 1.33plate11 Sunne House Silt &sand*10 b,o 8 1.25<strong>DMT</strong>-CALCULATED vsOBSERVED. Ave : 1.18-30%+50%Torino 20 Nov 2001 24
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