Soil Conditions Records Stations Alluvium 12 5 Rock 29 15 Stiff soil 46 15 Soft soil 22 13 Very soft soil 14 7 Unknown 34 12 TOTAL 157 67 Period 20061974 31081998 MK Debar SO ID: 488700
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http://smbase.itsak.gr
Soil Conditions
Records
StationsAlluvium125Rock2915Stiff soil4615Soft soil2213Very soft soil147Unknown3412TOTAL15767
Period:
20-06-1974
31-08-1998Slide3
MK, Debar SO
Station (Very
Soft Soil)
Litolo{ko-stratigrafski parametri[Litho-Stratigraphic Parameters]Fizi~ko-mehani~ki parametri[Velocity Profile]Kota[Depth]Debelina[Thickness]Geolo{ki stolb[Geologic Column]
litplo{ki
dominanten[Lithological Description]sostavdodatociVp(m/s)Vs(m/s)g(kN/m2)T(sec.)+/- 0,0-1.51.50Pesok(Sand)43517515.50.03-13.011.50pesok so glina[Sand with Clay]92032018.50.18-28.025.00~akal i konglomerat[Gravel and Conglomerate]218073021.50.26{krilci[Shale]3850183026.00.26At 30 meters Depth ( Vs30, T30)4540.26
MN, Bar SO Station (Stiff Soil)Litolo{ko-stratigrafski parametri[Litho-Stratigraphic Parameters]Fizi~ko-mehani~ki parametri[Velocity Profile]Kota[Depth]Debelina[Thickness]Geolo{ki stolb[Geologic Column]litplo{kidominanten[Lithological Description]sostavdodatociVp(m/s)Vs(m/s)g(kN/m2)T(sec.)+/- 0.0-3.03.00Glina[Clay]45020017.00.06-10.07.00Glina[Clay]140035018.00.14-33.0023.00glina i ~akal[Clay and Gravel]205052020.00.32-293.0250.00fli{[Flysch]3100125024.0Varovnici[Limestones]4500230027.0At 30 meters Depth ( Vs30, T30)4080.29
EU-
SMDB
35
(57)Slide4
Summary
on Performed Site Specific Field Measurements and Laboratory Tests
#
Requirement/QuantityDescriptionQty [ToR v2.0]Qty [total]1Site Characterization Borehole (B30)Depth 30m, un-cased, sampling for dynamic laboratory and liquefaction susceptibility testing, three (3) samples per horizon; standard geotechnical report
70
702Instrument placing Borehole (BI03)Depth 3m, cased, standard geotechnical report.40403Instrument placing Borehole (BI30)Depth 30m, cased, standard geotechnical report.774Vs shear wave velocity measurements in B30 boreholeMethod: P.S. suspension logging, detail report.70705In citu rock propertiesPressuremeter (Elastmeter) test, for 3 selected boreholes, only-36Shallow seismic refraction measurementsTwo (Nos. 2) orthogonal 100-120m, in total max 250m, geophysical profiles, data processing, report on litho-stratigraphic and geotechnical characteristics, and Vp and Vs velocity profile70757Ground noise measurementsOne (1) month continuous ground noise recording, data processing. 70708Soil Testing LaboratoryEngineering properties of soils and soil index properties1401489Soil Testing LaboratoryUnconfined compressive strength test of rocks with (and without) deformation measurements.-85 + (3)10Dynamic Soil Testing LaboratoryMaterial curves [(G-), (-)] for characteristic soil materials.14014211Liquefaction susceptibility testingSands from surface or near surface layers, only.
3642Slide5
Schema of Geophysical Site Characterization Database Segment Including Internal/External Links with Other Seismic Database TablesSlide6
Criteria
on Quality of Surface Geophysical Survey and Data Interpretation
Quality
QualitygradeSurface Geophysical Survey combined withExcellent1Borehole coupled with borehole geophysical (velocity profile) measurements (downhole, crosshole, suspension measurements).High
2
Borehole coupled with in-citu measurement of soil/rock mechanical properties (SPT, CPT, elastmeter /Pressuremeter/) or corresponding laboratory testing of soil samples (UCST, other)Good3Borehole coupled with in-citu SPT or CPT measurements of soil/soft rock mechanical properties and laboratory testing of soil samples (moisture content, dry density, LL/PL, void ratio /porosity/).Acceptable4Borehole coupled with lithology logging in accordance with ASTM D5434-97 “Standard Guide for Field Logging of Subsurface Explorations of Soil and Rock” (http://www.astm.org). 5Geophysical survey coupled with other non-invasive surface seismic techniques (point/array ground noise measurements)Nominal6Standalone geophysical survey.Slide7Slide8Slide9Slide10Slide11
DATABASE Slide12
Akkar and
Bommer
(2010)Boore
and Atkinson (2008)Cauzzi and Faccioli (2008)Bindi et al., (2009)BSHAP-983054GROUND MOTION PREDICTION MODELSL. Duni, N. Kuka(Logic Tree)Slide13Slide14Slide15Slide16
A
nonlinear site amplification model for the next pan-European ground motion prediction
equationsby M. Abdullah. Sandıkkaya, Sinan Akkar and Pierre-Yves Bard Slide17