孔内傾斜計データ不良の原因に関する 実態調査と計測
Contents
1. Oi 100 50 0 50 100 B 20 aa 40 H 60 80 99 100 0 141 72. 8 8 5 EEN EL FIENNES EEE E 81 0 8 EEE CE EET 1 mam mua gam EVEN ng
3. 3 12 SNDI 3 ope Indicator 13 2 881 5
4. 80101 EEE A 800 EYE 9 00 6 60 ELE OES EEE EEE SEEN EDEN EL SEE EE EES ELSE ECE ETE EPEC EE 21 2 12 0 21 21 BOO O0U00 212 p 2 EE EEE EEE Ne HU OU fl CO O 91 00000 JO OOO DDD 47 00000 2 76 1 11 E 76 1 OUO OOL ws oo x FLU UU UU UUW GOUOUUOUUUUWO HOUOUUC E G 2 0
5. 1 31 21 3 1 3 1 1 1 1 1 1 1 1 1 11 1 1 21 Dl 36 2 5 1 1 3 1 1 1 1 1 1 1 OOOO 51 1 1 1 1 1 1 1 1 1 Ul 5 31
6. EL UUUU EE EL SEN H H s E H HUH AU JU JU 11111 EDR EE 211 unan m 8 Ai Bi 2 HHH Hab OO0i O00 ix lt oOO000 OW E i SNE _ S 1 0 1 u n H 2111 8 8 30
7. 5 2212 J 2212 2 21 J 2 13 1 1 1 1 LL PTH feel 20 1 0 0 0 l A AXIS inches A azimuth 1813 U 2213 22 4 nm 1 4nm lJ L 1 Som 1 3nm 100m 2 2m 2 1 5nm 40m om H 2214 1 0 1 22 222 2 EEE dOT II D Libi lll 40U0U0000000000U0U00 2 2 2 1 L U 2221 E 94 000
8. 22330 1 1 1 1 1 1 1 5 1 J 1090 1 1 1 L 1 0 2233 L 29 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 lt lt 3 3 1 1 16 59 1 1 1 1 1 1 1 1 1 1 1 1 SUL 1 1 1 1 1 2 3 2 1 SUO NSE 8 Ee EEE E522 55 EEE DEE Omo w 30 30 1 31 00000000000000 311 1 1 1 1 1 1 1 2 1
9. WI son S D andP E Mkkel son 1978 Fi el d nstrunentati oni n Landslide Anal ysi s and Control Transportation Research Board Special Rep 176 5 9 171174 1 323 324 11 SRM 1981 Suggested Methods for Mni tori ng Rock Movenents Using Incl i norgters and Til tneters Rock Characterization Testing and Mni toring SRM suggested Methods Per ganon Press 01000 pp 187 199 EEE EEE TEE SEE EES 21 21 1 BE ERED ETE ELE s 8 H 1 ODD i EEE EEE EEE hiii BENE LTT EEN EE
10. AS60000 21 2 14 2126 1 1 1 U 21 2 1 SIII II SDS 15 Ul OL 1 c 1 c Ea c 1 be 1 CJ c 2 127 16 EEE
11. UOTE EU NEN DEDEDE ESET ES 1 2 3 4 5 6 7 8 9 Kall steni us T and W Bergau 1961 In Stu Determination of Hori zontal Gound Movenents 57 nternati onal Conference on SM amp FE Paris published by Dunod Paris Vol 1 pp 481 485 Cornforth D H 1974 Perfornance Characteristics of the Slope Indicator Series 200 BI ncl i noneter the Synposi umon Fi el d runent ati on i n Geot echni cal Engi neeri ng British Geotechnical Society Butterworths London po 126 135 Geen G E 1974 Principles and Perfornance of Tvo Incl i noneters for Measure ng Hori zontal Gound Mbvenents the Synposi umon Fi el d nstrunent ati on i n Geot echni cal Engi neering British Geotechnical Society Butterworths London pp 166 179 Geen G E 1974 Horizontal Inclinoneters for the Mbeasurenent of Vertical spl acenent in the Soil Around Experi nental Foundation the Synposi umon Field strunentation in Geotechnical Engineering British Geotechnical Soci ety Butterworths London pp 112 125 Gavina J and G H Gerson 1983 CHRO Hyrizontal Borehole ncl nonet er Descri pti on and Qoerati on Goenechani cs of Goal M ni ng Rep No 53 CSI RO D vision of Applied Ceonechani cs Austral i 8 DUD 1 14800 10 200 BS
12. 1 I TD ITT EF 1 18 100 00000 22 00 3412 1 1 Dl 31 3511 1 I Phi 35 1 1 5111 E 1 35 1 1 4 JO 135 0 1110 0 Gogo Eimi 0 mJ 1 1 111 01011 34 5 11 7 5 111 32 2 24 5 1 1 1 1 1 1 1 1 LL 51 11 4000000U0000000000008 140000000 Loo OOOO 5 1 1 1 1 1 1 1 1000 u 4 7
13. ELSE EEN EEE GE EEL 3 8 8 TPP SEE EE UU 39 EEE H EN HUU 40
14. 2123 HLI ooo ET ooo N T 2 N 1 8 3 0 15 024 8 1 UO OU OU OU 00000 00000 CSA 2000000 28000 UUUUU 1 H 2 124 IDD TI lil 1 1 OL 28000 40 10 Eh 12 03 100 2 5 10051 7 03kg 2 Slope Indicator Company OC O0 000 11 1 11111 0 0 00O DL L LDU 0 00L UU 1 U l UU DL LOL LOUD L UU STEP 3 0000 00 STEP 2 EN EEE ETE J 2 1 28 19 22 2 2 1 1 211 L UU E 0 2211 000000 20 2 00000 5
15. 3 21 1 4 21 235 OOOO 1 1 1 COT 1 LL J 1 4 11 10 0 1 7 3 SINCO QCOO O00 U 2125 1 L 2 1235 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
16. 200 210000000000 1 88 EN EE EEE EDEN EE 1 1 1 1 1 1 1 1 1 1 1 1 L lU HH H H H lU H H UUDU UU HE Ph LE 1 Hu H LI Hulu UI UD U BREINER EE BREA ERE ME ERE UUUU 0 20000 18000000 19000000000 IR ARSE Phi EMG EME E li MR NE ES A EEE EEOC EERIE E 0 010 EERE SESE L INOOUY 2 1
17. UU 3 1 23 5 1 1 1 L 38 LU I Phi at bili Br Ee CIEE EET EL SEEN EEE 8 8 ESL A EA A LE ESS EEL EISELE 101 ae 1 h ETE EEE i i BEN EE 1 1 1 1 ASU EE ELE TSE EEE ETE 0080 E 00 88001 80 200 8 801 88 181 8 EE
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19. 2 1 1 2 1 2 2 2 2 1 2 2 2 2 2 3 D A 3 1 3 11 3 12 1 1 1 44000 1 6 OOOO 20 23 24 5 56 J J 39 1 UU E 08 0 8 0 EEE EAE ERE 68 EEE EET 01018 ENE EEE EL EE ENE EEN ECOL EE DEDEDE EE EEE EES 11110 ELT EI 0000000000000000000000000 00000000 0000000000000 DUD
20. seed NESE 3 O 2123 QOUO00 300 0000 2121000 l 21 22 HO OU 2 1 3 2 Dn 111 1111 4 OU 3 3 5 oo00000 5557 00000 DD 5730 0000 0 mim O O gt m Ul O 3 3
21. 4 0 00 8 8800 8 EEE 8 4 6 8 800 0 8 80 8 8 Rim ENE Ees E 1 EER EEN 000000 UL ihhh E EAE CA EA Di Phi 1100 eE e E DEA Ae 11111 e e h L EN CME EEE YS S 81 8 04 EIB HDH S 00 2 1 2 0000000000000 L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
22. 1 1 1 1 1 06 916 1800 0 81 H E 806 6 111 E EE EE SNOT 6 47 i
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24. FEEL EASES ENE EET ED EE ELSE EEE EEE EEE EEE SEL 111 EEL NS EE EEE
25. Fe Be 208 3 14 2 a tel SUMO SO 0O000 SU O 0 B SUMO hiii EL EEE 00 1 A 4 2 51 11 14 2 0 3412 L gt 1 1 3 1 1 1 1 1 1 1 1 LL LUD 4 1 1 8 620 0000000000 11 5 24 384 5 33 LE sooog 1 Ut 114 3 7 198 T IL 51 111 1 7 1 A 1 111 1 BOOUU0U 51 0 I SU soL sg 9 lt LIU UD ul 064 3 HSE BOUUUUU UO oJ JUD SIU IO 511 mi SI
26. U 5114 34 3 8 511 2 SU 9 1 OU OU BU 5 115 35 3 12 EEE EDEN EEE SEE EEE EEE EEE EEE ELEC UU 5 121 512
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