Presentation is loading. Please wait.

Presentation is loading. Please wait.

Soil ConditionsRecordsStations Alluvium125 Rock2915 Stiff soil4615 Soft soil2213 Very soft soil147 Unknown3412 TOTAL15767 Period:20-06-197431-08-1998.

Published byClifford Murphy Modified over 9 years ago

Similar presentations

Presentation on theme: "Soil ConditionsRecordsStations Alluvium125 Rock2915 Stiff soil4615 Soft soil2213 Very soft soil147 Unknown3412 TOTAL15767 Period:20-06-197431-08-1998."— Presentation transcript:

1

2 http://smbase.itsak.gr Soil ConditionsRecordsStations Alluvium125 Rock2915 Stiff soil4615 Soft soil2213 Very soft soil147 Unknown3412 TOTAL15767 Period:20-06-197431-08-1998

3 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] sostav dodatoci Vp (m/s) Vs (m/s) g (kN/m 2 ) T (sec.) +/- 0,0 -1.5 1.50 Pesok (Sand) 43517515.50.03 -13.0 11.50 pesok so glina [Sand with Clay] 92032018.50.18 -28.0 25.00 ~akal i konglomerat [Gravel and Conglomerate] 218073021.50.26 {krilci [Shale] 3850183026.00.26 At 30 meters Depth ( Vs 30, T 30 )454 0.26 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{ki dominanten [Lithological Description] sostav dodatoci Vp (m/s) Vs (m/s) g (kN/m 2 ) T (sec.) +/- 0.0 -3.03.00 Glina [Clay] 45020017.00.06 -10.07.00 Glina [Clay] 140035018.00.14 -33.0023.00 glina i ~akal [Clay and Gravel] 205052020.00.32 -293.0250.00 fli{ [Flysch] 3100125024.0 Varovnici [Limestones] 4500230027.0 At 30 meters Depth ( Vs 30, T 30 )4080.29 EU-SMDBEU-SMDB 35 (57)

4 Summary on Performed Site Specific Field Measurements and Laboratory Tests # Requirement/ Quantity Description Qty [ToR v2.0] Qty [total] 1 Site Characterization Borehole (B30) Depth 30m, un-cased, sampling for dynamic laboratory and liquefaction susceptibility testing, three (3) samples per horizon; standard geotechnical report 70 2 Instrument placing Borehole (BI03) Depth 3m, cased, standard geotechnical report.40 3 Instrument placing Borehole (BI30) Depth 30m, cased, standard geotechnical report.77 4 Vs shear wave velocity measurements in B30 borehole Method: P.S. suspension logging, detail report.70 5 In citu rock properties Pressuremeter (Elastmeter) test, for 3 selected boreholes, only -3 6 Shallow seismic refraction measurements Two (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 profile 7075 7 Ground noise measurements One (1) month continuous ground noise recording, data processing. 70 8 Soil Testing Laboratory Engineering properties of soils and soil index properties 140148 9 Soil Testing Laboratory Unconfined compressive strength test of rocks with (and without) deformation measurements. -85 + (3) 10 Dynamic Soil Testing Laboratory Material curves [(G-  ), (  -  )] for characteristic soil materials. 140142 11 Liquefaction susceptibility testing Sands from surface or near surface layers, only.3642

5 Schema of Geophysical Site Characterization Database Segment Including Internal/External Links with Other Seismic Database Tables

6 Criteria on Quality of Surface Geophysical Survey and Data Interpretation Quality Quality grade Surface Geophysical Survey combined with Excellent1 Borehole coupled with borehole geophysical (velocity profile) measurements (downhole, crosshole, suspension measurements). High2 Borehole coupled with in-citu measurement of soil/rock mechanical properties (SPT, CPT, elastmeter /Pressuremeter/) or corresponding laboratory testing of soil samples (UCST, other) Good3 Borehole 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/). Acceptable 4 Borehole 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).http://www.astm.org 5 Geophysical survey coupled with other non-invasive surface seismic techniques (point/array ground noise measurements) Nominal6 Standalone geophysical survey.

7

8

9

10

11 DATABASE

12 Akkar and Bommer (2010) Boore and Atkinson (2008) Cauzzi and Faccioli (2008) Bindi et al., (2009) BSHAP-983054 GROUND MOTION PREDICTION MODELS L. Duni, N. Kuka (Logic Tree)

13

14

15

16 A nonlinear site amplification model for the next pan-European ground motion prediction equations by M. Abdullah. Sandıkkaya, Sinan Akkar and Pierre-Yves Bard

17

Download ppt "Soil ConditionsRecordsStations Alluvium125 Rock2915 Stiff soil4615 Soft soil2213 Very soft soil147 Unknown3412 TOTAL15767 Period:20-06-197431-08-1998."

Similar presentations

1 MAJOR FINDINGS OF THE PROJECT AND THEIR POSSIBLE INCLUSION IN EUROPEAN STANDARD -Major findings -Major findings suitable for inclusion in European Standard.

1 MAJOR FINDINGS OF THE PROJECT AND THEIR POSSIBLE INCLUSION IN EUROPEAN STANDARD -Major findings -Major findings suitable for inclusion in European Standard.
INGV-DPC S4 riunione Siena 28-29 Aprile 2010 ITACA the Italian strong-motion database Task5 – site classification R. Paolucci, S. Giorgetti Politecnico.

INGV-DPC S4 riunione Siena Aprile 2010 ITACA the Italian strong-motion database Task5 – site classification R. Paolucci, S. Giorgetti Politecnico.
Slide 1Niederleithinger BAM VIII.2 Flood Defence 2008 Toronto Evaluation of Geophysical Techniques to Investigate River Embankments E. Niederleithinger.

Slide 1Niederleithinger BAM VIII.2 Flood Defence 2008 Toronto Evaluation of Geophysical Techniques to Investigate River Embankments E. Niederleithinger.
Seismic hazard analysis in Santo Domingo City Team 4 Report.

Seismic hazard analysis in Santo Domingo City Team 4 Report.
Www.Novotechsoftware.com. The standard penetration test (SPT) is an in-situ dynamic penetration test designed to provide information on the geotechnical.

The standard penetration test (SPT) is an in-situ dynamic penetration test designed to provide information on the geotechnical.
Environmental and Exploration Geophysics II tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.

Environmental and Exploration Geophysics II tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Development of an In-Situ Test for Direct Evaluation of the Liquefaction Resistance of Soils K. H. Stokoe, II, E. M. Rathje and B.R. Cox University of.

Development of an In-Situ Test for Direct Evaluation of the Liquefaction Resistance of Soils K. H. Stokoe, II, E. M. Rathje and B.R. Cox University of.
Multichannel Analysis of Surface Waves (MASW)

Multichannel Analysis of Surface Waves (MASW)
INTRODUCTION Session 1 – 2

INTRODUCTION Session 1 – 2
Design Parameters.

Design Parameters.
Mechanical Wave Measurements Electromagnetic Wave Techniques

Mechanical Wave Measurements Electromagnetic Wave Techniques
Time-dependent increase in CPT tip resistance following explosive compaction. Time-dependent increase in V s following explosive compaction, as measured.

Time-dependent increase in CPT tip resistance following explosive compaction. Time-dependent increase in V s following explosive compaction, as measured.
Probabilistic Seismic Hazard Maps - Inputs and Status Choi Yoon Seok Jennifer S. Haase Robert L. Nowack Purdue University.

Probabilistic Seismic Hazard Maps - Inputs and Status Choi Yoon Seok Jennifer S. Haase Robert L. Nowack Purdue University.
Insitu Testing Methods Breakout Session Research Collaboration Field Testing Research Needs Ken Stokoe, Breakout Moderator.

Insitu Testing Methods Breakout Session Research Collaboration Field Testing Research Needs Ken Stokoe, Breakout Moderator.
What is a reflector? There are many reflectors on a seismic section. Major changes in properties usually produce strong, continuous reflectors as shown.

What is a reflector? There are many reflectors on a seismic section. Major changes in properties usually produce strong, continuous reflectors as shown.
ORFEUS OBSERVATORY COORDINATION WORKSHOP Seismic Networks and Acceleration Networks İstanbul, 12-14 November 2012 The Strong-Motion Data in the Western.

ORFEUS OBSERVATORY COORDINATION WORKSHOP Seismic Networks and Acceleration Networks İstanbul, November 2012 The Strong-Motion Data in the Western.
Seismic Refraction. Some uses of seismic refraction Mapping bedrock topography Determining the depth of gravel, sand or clay deposits Delineating perched.

Seismic Refraction. Some uses of seismic refraction Mapping bedrock topography Determining the depth of gravel, sand or clay deposits Delineating perched.
Characterization of Glacial Materials Using Seismic Refraction and Multichannel Analysis of Surface Waves Glenn Larsen Ohio Department of Natural Resources.

Characterization of Glacial Materials Using Seismic Refraction and Multichannel Analysis of Surface Waves Glenn Larsen Ohio Department of Natural Resources.
SURFACE WAVE SURVEYS LIMITED

SURFACE WAVE SURVEYS LIMITED
Skopje, 04-05 Oct 2012 Radmila Salic, MSc. 1 st Project Workshop and Kick-Off Meeting Improvements in the Harmonized Seismic Hazard Maps for the Western.

Skopje, Oct 2012 Radmila Salic, MSc. 1 st Project Workshop and Kick-Off Meeting Improvements in the Harmonized Seismic Hazard Maps for the Western.

Similar presentations

Ads by Google