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標準貫入試験方法 - jiban.or.jp

JIS. A 1219 0000.. Method for standard penetration test . 2005 1 ISO 22476-3:2005 .. J J . 1 . SPT SPT .. kg 760 mm SPT . N SPT 300 mm . N . A . 2 .. ISO 22475-1,Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1: Technical principles for execution JIS G 3465 . 3 . JIS Z 8002 . SPT .. SPT 300 mm .. SPT .. SPT .. 760 mm .. SPT SPT .. 50 10 mm . 3. A 1219 0000. 4 .. 150 mm . N A . SPT . SPT 1 SPT . SPT . N A . SPT . 1 . 3 mm . 60 SPT C . mm .. ( 25 mm 22 mm ).. (4 12 mm).. SPT .. m 2 mm m 3 mm . kg/m . N A .. 115 kg . kg kg . 760 mm 10 mm .. N .. 1 N - . ( ).. ( ).. 2 .. 760 mm 10 mm .. 3 .. 760 mm 10 mm .. 760 mm 10 mm .. 3 mm . 5. A 1219 0000. 5 .. SPT 1 . 20 .. SPT .. SPT .. kg 760 mm 150 mm .. 1 150 mm.

A 1219:0000 4 試験装置及び器具 4.1 掘削装置 掘削装置は、貫入試験に適した乱れの少ない試験孔を掘削できる性能を有するものとする。 掘削孔径を記録しなければならない。掘削孔径が150 mm以上の場合には,結果へ重大な影響を及ぼす 可能性がある。

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Transcription of 標準貫入試験方法 - jiban.or.jp

1 JIS. A 1219 0000.. Method for standard penetration test . 2005 1 ISO 22476-3:2005 .. J J . 1 . SPT SPT .. kg 760 mm SPT . N SPT 300 mm . N . A . 2 .. ISO 22475-1,Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1: Technical principles for execution JIS G 3465 . 3 . JIS Z 8002 . SPT .. SPT 300 mm .. SPT .. SPT .. 760 mm .. SPT SPT .. 50 10 mm . 3. A 1219 0000. 4 .. 150 mm . N A . SPT . SPT 1 SPT . SPT . N A . SPT . 1 . 3 mm . 60 SPT C . mm .. ( 25 mm 22 mm ).. (4 12 mm).. SPT .. m 2 mm m 3 mm . kg/m . N A .. 115 kg . kg kg . 760 mm 10 mm .. N .. 1 N - . ( ).. ( ).. 2 .. 760 mm 10 mm .. 3 .. 760 mm 10 mm .. 760 mm 10 mm .. 3 mm . 5. A 1219 0000. 5 .. SPT 1 . 20 .. SPT .. SPT .. kg 760 mm 150 mm .. 1 150 mm.

2 2 .. 3 N 50 . kg 760 mm SPT 300 mm . 100 mm 100 mm .. 450 mm . 50 300 mm . N . 300 mm . 100 .. SPT .. 6 . N . 7 .. a) . 1) . 2) . 3) . 4) . b) . 1) . 2) . 3) . 4) . 5) . c) . 1) . 2) . 7. A 1219 0000. 3) . d) . 1) . 2) . 3) .. a) . 1) . 2) . b) . 1) SPT . 2) . 3) . 4) SPT(C)) . c) . 1) . 2) . 3) . 4) .. 100mm . 50 100 . 50 10 mm .. SPT . 5) . 6) . 7) . 8) SPT . 9) . 10) .. a) . b) . c) . d) .. 9. A 1219 0000. A.. JIMS M-1001 . kg/m kg/m . SPT . SPT .1 . SPT .. N SPT . N SPT . mm .. a b c d e t 810 75 560 175 51 35 19 45' 8' .. mm N .. N .. ( ) .. 65 150 mm . 11. A 1219 0000. B.. mm a) b) .. JIMS M 1001 2008( ). JA.. JIS . JIS A 1219:0000 ISO/IEC 22476-3:2005 Geotechnical investigation and testing - Field testing - Part 3 : Standard penetration test ( )JIS ( ) ( ) ( )JIS ( )JIS.

3 1 ISO SPT .. N .. A .. N .. A .. SPT SPT ISO SPT . N . A . SPT .. 13. A 1219 0000. Drive When measured over the ISO 1 . rods whole length of each rod 1200 JIS. the relative deflection shall (JIS G 3465 . 2mm not be greater than 1 in 1. 3mm 200.. ISO SPT . N . A .. N SPT .. ISO . Equipment . checks and calibration . Energy losses occur . due to friction at the JIS . hammer (velocity loss JIS . compared to the free fall) . or due to energy losses during the hammer impact on the anvil. Therefore, the energy ratio . Er of the equipment used JIS . has to be known if the JIS . 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 JIS . immediately below the JIS.)

4 Driving head or anvil shall . be available. When drilling bits are ISO . Preparation used, they shall be . of the provided with side borehole discharge and not with bottom discharge, from a safe distance of the test elevation. 100mm at least 2 increments of . 150mm 150mm .. ISO .. 6 Test results The N-values can vary . with test equipment and JIS . mode operation as well as JIS . geotechnical conditions . (see Annex A). 15. A 1219 0000. The corrections of Annex . A shall be considered. JIS . JIS .. a) ISO . 6) .. b) ISO ISO SPT .. 1)SPT .. Record c)7)the energy ratio Er and . of measured the calibration report JIS . values and JIS . test results . c) .. 4) .. 50 .. 10mm .. JIS ISO/IEC 22476-3:2005 MOD.. 1 .. 2 JIS . IDT . MOD . NEQ IDT MOD.

5 17. A 1219 0000. JB.. 1 ISO 22476-3:2005 .. ISO 22476-3:2005 .. 2 ISO 22475-1, Geotechnical investigation and testing 2 ISO 22476-3:2005 . Sampling methods and groundwater measurements Part 1: Technical principles for execution JIS G 3465 JIS M 1409 JIS M 1409 1410 .. JIS M 1410 .. ISO 22476-3:2005 . 15cm .. ISO 22476-3:2005 . 150 mm .. N A ISO 22476-3:2005 .. SPT .. a) .. ISO 22476-3:2005 .. 810 ISO 22476-3:2005 . 25<x<75 75 ISO 22476-3:2005 . 450 560 ISO 22476-3:2005 . 175 ISO 22476-3:2005 . ISO 22476-3:2005 . N A ISO 22476-3:2005 . SPT .. ISO 22476-3:2005 .. 3 mm . ISO 22476-3:2005 . 60 . SPT C .. m b) JIS M 1409 ISO 22476-3:2005 . 2 mm m 3 mm . kg/m JIS M 1410 .. ISO 22476-3:2005 .. N A ISO 22476-3:2005 .. 115kg c) ISO 22476-3:2005 .. 3.

6 D) ISO 22476-3:2005 . 4 . e) ISO 22476-3:2005 .. N ISO 22476-3:2005 . 19. A 1219 0000.. 1 N 5 ISO 22476-3:2005 . - .. ISO 22476-3:2005 .. ISO 22476-3:2005 . 3 mm .. SPT ISO 22476-3:2005 . 1 . 20 .. ISO 22476-3:2005 .. ISO 22476-3:2005 .. c) 3.. d) .. ISO 22476-3:2005 .. ISO 22476-3:2005 .. ISO 22476-3:2005 .. SPT a) ISO 22476-3:2005 .. b) .. SPT a) b) .. 45cm .. d) .. 2.. b) c) 60cm .. kg 760 mm e) ISO 22476-3:2005 . 150 mm 15cm 30cm .. 1 150 mm . f) . 2 . 50 .. 3 N 50 76 1cm .. 100 mm h) 1 ISO 22476-3:2005 . 100 mm . 10cm .. ISO 22476-3:2005 .. 21. A 1219 0000. " ISO 22476-3:2005 .. ISO 22476-3:2005 .. 7. a) ISO 22476-3:2005 . b) . a) c) . 1) d) . 2) e) . 3) f) . 4) g) . b) . 1) h) 1 . 2) . 3) . 4) i)N . 5) . c) . 1) j) . 2) k) . 3) . d).

7 1) . 2) . 3) . a) . 1) . 2) . b) . 1) SPT . 2) .. 3) . 4) SPT(C)) . c) . 1) . 2) . 3) .. 4) .. 100mm . 50 100 .. 50 . 10 mm .. SPT . 5) . 6) . 7) . 8) SPT . 9) . 10) . A ISO 22476-3:2005 .. B ISO 22476-3:2005.


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