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1 JIS A Method for standard penetration test ISO :2005 J J 1 SPTSPT 63.5 kg 760 mm SPT N SPT 300 mm N A 2 ISO ,Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1: Technical principles for execution JIS G JIS Z SPT

2 3.2 SPT 300 mm kg SPT SPT mm 3.10 SPT SPT mm

3 3 A mm N A 4.2 SPT SPT 1 SPT SPT N A SPT 1 3 mm 60 SPTC mm ( 25 mm 22 mm ) (4 12 mm) SPT m 2 mm m 3 mm 10.0 kg/m N A

4 kg 63.5 kg0.5 kg 760 mm10 mm N 1 N mm10 mm mm10 mm 760 mm10 mm mm

5 5 A SPT SPT SPT 63.5 kg 760 mm 150 mm mm 2 3 N kg 760 mm SPT 300 mm 100 mm 100 mm 450 mm mm N 300 mm

6 100 SPT N a) 1) 2) 3) 4) b) 1) 2) 3) 4) 5) c) 1) 2)

7 7 A ) d) 1) 2) 3) a) 1) 2) b) 1) SPT 2) 3) 4) SPT(C)) c) 1) 2) 3) 5.1 4) 100mm mm SPT 5) 6) 7) 8) SPT 9) 10) a) b) c)

8 d)

9 9 A A A.1 A JIMS M kg/m0.3 kg/m A.3 SPT SPT.1 SPT A A mmφ a b c d e t A.4 A.2

10 mm A.2 N A.5 A.3 A.3 N A.6 () A mm

11 11 A B B.1 mm a) b) B.1 JIMS M ()

12 JA JIS JIS A 1219:0000 ISO/IEC :2005 Geotechnical investigation and testing - Field testing - Part 3 : Standard penetration test JIS SPT N A N A N A SPT JIS JIS ISO SPT ISO SPT

13 13 A m 2mm m 3mm 4.3 Drive rods When measured over the whole length of each rod the relative deflection shall not be greater than 1 in ISO JIS (JIS G 3465 N A 4.36kg/m ISO SPT 4.4 N SPT Equipment checks and calibration ISO Energy losses occur e.g. due to friction at the hammer (velocity loss compared to the free fall) or due to energy losses during the hammer impact on the anvil. JIS JIS

14 Preparation of the borehole Therefore, the energy ratio Er of the equipment used has to be known if the N-values are going to be used for the quantitative evaluation of foundations or for the comparisons of results. A certificate of calibration of the Er-value immediately below the driving head or anvil shall be available. When drilling bits are used, they shall be provided with side discharge and not with bottom discharge, from a safe distance of the test elevation. 100mm at least 2 increments of 150mm 6 Test results The N-values can vary with test equipment and mode operation as well as geotechnical conditions (see Annex A). JIS JIS JIS JIS ISO 150mm ISO JIS JIS

15 15 A a) 6) b) 1)SPT c) 4) 50 10mm Record of measured values and test results The corrections of Annex A shall be considered. c)7)the energy ratio Er and the calibration report JIS JIS ISO ISO ISO SPT JIS JIS JIS ISO/IEC :2005MOD

16 1 2 JIS IDT MOD NEQIDT MOD

17 17 A JB 1 2 ISO , Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1: Technical principles for execution ISO :2005 ISO : ISO :2005 JIS G 3465 JIS M 1409 JIS M SPT 150 mm N A a) cm JIS M ISO :2005 ISO :2005 ISO :2005 ISO :2005

18 ISO :2005 ISO :2005 ISO :2005 ISO :2005 ISO :2005 N A SPT ISO : mm 60 SPTC m 2 mm m 3 mm 10.0 kg/m N A b) kg c) 63.5kg0.5kg d) e) ISO :2005 ISO :2005 ISO :2005 ISO :2005 ISO :2005 ISO :2005 ISO :2005 ISO :2005 N ISO :2005

19 19 A N - ISO : ISO : mm ISO : SPT 1 20 ISO :2005 ISO : c) d) ISO : ISO :2005 ISO :2005

20 5.3 SPT SPT 63.5 kg 760 mm 150 mm mm 2 3 N mm 100 mm 5.2 ISO :2005 ISO :2005 ISO :2005 ISO :2005 ISO :2005

21 21 A " a) 1) 2) 3) 4) b) 1) 2) 3) 4) 5) c) 1) 2) 3) d) 1) 2) 3) a) 1) 2) b) 1) SPT 2) 7. ISO :2005 ISO :2005 ISO :2005

22 A B 3) 4) SPT(C)) c) 1) 2) 3) 5.1 4) 100mm mm SPT 5) 6) 7) 8) SPT 9) 10) ISO :2005 ISO :2005

Motivation and Purpose There is no definition about whether seatbelt anchorage should be fixed or not. We tested the same test conditions except for t

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