APPLICATIONS to GEOTECHNICAL DESIGN - Marchetti DMT

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Cu at NATIONAL SITE BOTHKENNAR UK0KPa5Z (m)101520Nash et al., Géotechnique, June 1995, p. 173Torino 20 Nov 2001 14
Cu at NATIONAL SITE FUCINOKPaZ (m)Note the various Nc for CPT(U)A.G.I., 10 th ECSMFE Firenze 1991 Vol. 1, p. 37Torino 20 Nov 2001 15
Page 1 and 2: THE FLAT DILATOMETER (DMT).APPLICAT
Page 3 and 4: GENERAL LAYOUT of DMTTorino 20 Nov
Page 5 and 6: SOILS that can be TESTED by DMT•
Page 7 and 8: REPRODUCIBILITY of DMTCestari (SGI)
Page 9 and 10: PRESENTATION of DMT RESULTSHOW TO U
Page 11 and 12: Torino 20 Nov 2001 11
Page 13: Cu at Skeena Ontario CanadaVs Field
Page 17 and 18: Cu in Recife Clay - BrazilUniv. of
Page 19 and 20: M in ONSOY Clay (NORWAY)Norwegian G
Page 21 and 22: M in Sites in Virginia, U.S.A.Failm
Page 23 and 24: APPLICATION N° 1 SETTLEMENTSby Bou
Page 25 and 26: DMT-calculated vs observedSETTLEMEN
Page 27 and 28: Sawada S. and Sugawara N. (1995) "E
Page 29 and 30: CLAYc u = undrained strengthg T = u
Page 31 and 32: DISTORTIONS due to INSERTIONCONEOK
Page 33 and 34: DMTbefore-after for Compaction Cont
Page 35 and 36: FLAT SHAPE MORE REACTIVE TOSTRESS H
Page 37 and 38: a= Mdmt/Qc increases with OCR.Hence
Page 39 and 40: INFLUENCE OF PRESTRAININGON DMT RES
Page 41 and 42: DMT FOR LIQUEFACTION• Factors (SH
Page 43 and 44: Examples of Kd » 2 in SLIP SURFACE
Page 45 and 46: DMT for FEM Input PARAMETERSŒSimpl
Page 47 and 48: g - RANGE of MODULUS by DMTMayne -
Page 49 and 50: Often most of settlement in g >0.05
Page 51 and 52: Is MDMT an "operative modulus"?MDMT
Page 53 and 54: Why Difficult to get Operative Modu
Page 55 and 56: When use S-DMT : 2 points in G-g?Fr
Page 57: FINAL REMARKSIf purpose is to profi

APPLICATIONS to GEOTECHNICAL DESIGN - Marchetti DMT

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