報告書 - [SCOPE] 一般財団法人 港湾空港総合技術センター
Contents
1.2. 7 1 18 00 EB AHIIL D I 50cm 50X 3X 2 5m Q Im Le 50cm T lt P Me C EI IC PB A SESA 50m D
3. 4 e ML SE s s i EM ld 5
4. 9 4 5 FLIP 3 1
5. 3E 0 0009766 25Hz 1 3 1 BKE qu uS ma A S 96 y kN m A 9 2001 2001 2001 2001 2001 2001 n e l e 2005 2005 1 w 100 G S xe w 2005 c 8kPa 1 c 0 18kPa k
6. 4 4 8 3 LT 4 1 p CER a mnn ME o es X
7. 4 12 4 13 PAVE pP B p I P 4 13 4 8 Hue OD sl 48 D RC ol lt L C Hz 8 8 8 gt O 2 1 nh v s e 3 5 7 9 11 13 15 17 19 21 23 25 27 Date 4 8 EFF8ICS R 25 HBP OO ARAO Isp n h EE 29 31 33 5
8. 5 1 yr AA L 2007 5 1 G FLIP 2007 OE
9. fE pp 257 260 2007 5 Thi Ha Sasaki Y Tsuchida T Kano S Study on rainwater infiltration in subsoil of sandy slopes during rainfall by field monitoring Proc of 2nd International Conference GEDMAROS Nanjing China pp 508 515 2008 6 CD ROM Vol 28 No 188 2005 7 lai S Matsunaga Y and Kameoka T Strain space plasticity model for cyclic mobility Soils and Foundations Vol 32 No 2 pp 1 15 1992 8 Towhata I and Ishihara K Modeling soil behavior under principal stress axes rotation Proc of bth International conference on numerical method in geomechanics Nagoya pp 523 530 1985 9 2 36 No 1173 pp 2315 2316 2001 10 Athapaththu A M R G Tsuchida T Suga K Kano S A lightweight dynamic cone penetrometer for evaluation of shear strength of natural masado slopes Doboku Gakkai
10. 8 4 1 BH 90 1 W W W 4 1 W y 1 B H cosa W Y sa PH cos z Ms 2 I B y B H SUR un S 4 2 4 3 G W cosa y 1 B y BH cos a 4 2 S W sina ly 1 B y B H sin a cosa 4 3 4 2 4 2 O 4 2 058 aa zcos a u 4 4 u y BH cos 4 4 y
11. lt S abi Re Loo a WHEEL Bib UR vt GRO HM 0 lt gt 1 FLIP Ver 6 0 6 pp 4 18 4 24 2007 2 Matsuo 0 Saito Y Sasaki T Kondo K and Sato T Earthquake induced flow slides of fills and infinite slopes Soils and Foundations Vol 42 No 1 pp 89 104 2002 3 SHILUES RRR E DREA LT he OO HRS RD pp 251 256 2007 4 NIIE
12. XO un cdi Pd 5E TO ES EX DESEE BCP 1 1 2 lt i O fu W DS
13. 3 9 9 eripi 3 9 c FLIP FLIP Disp mm Disp mm 0 2 6 8 10 0 2 4 8 10 Time sec Time sec a b
14. 5 2 8 xE Ft OO Ili p PE OO 48 XE 0 BCP 5 1 5 2
15. D 40 96 6 6 6 FFT 0 10Hz Parzen Window HMV T 6 4 6 6 5 6 CUN Fourier Amp um sec sec N velocity m sec velocity hm sec velocity m sec 20 10 10 20 0 20 40 60 80 100 120 Elapsed time s 20 10 10 20 120 140 160 180 200 220 240 Elapsed time s 20 10 10 20 240 260 320 340 360 300 Elapsed time s 6 3 20 Fourier Amp nm sec sec N Fourier Amp hm sec sec N N o N 1 10 0 1 1 10 0 1 1 10 Frequency Hz Frequency H
16. 2007 1 FLIP FEM
17. TE X 7 4 Bd 7 3 a 600 Amplitude m s s CD e e Amplitude U m s s 100 0 0 01 0 1 1 0 01 0 1 1 Natural Period sec Natural Period sec a b GR JU x 7 3 600 gt S1 Amplitude 4 m s s CD 0 1 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 Natural Period sec 7 4 RRD Y 7 5 10
18. v gi mmt nm 5 2 sJ C PE OE TOO TEST EO 265 2 HR U A 7 gi QO Jes HI 6 Axe 6 1 6 1 6 1 6 1 di x E
19. ia RINE 4 11 cm h mm h 4 4 K 4 1 Y raj Ye r lt Im ez Ima Ins CTS Eee 50 300 163 185 98 875 100 300 _ QO n r ta R 4 11 R t r t a a 0 51 H 1 5 72 1 5 72 4 5 4 6 4 5
20. Wilson O 0 9 1 4 2 2 E 2 2 2 3 2 3 Ps e Sr o gem Dj gom 1 432 25 1547 2 650 08 50 1 662 1777 100 1 892 2 A x 2 8
21. 200X 50X 100cm 7 1 7 1 7 4 RACER 1 7 1 HKH ORARI 7 2 7 3 a b 7 4 a b 7 5 7 2 7 2 150 _ 100 50 X f 0 o 50 gt 100 150 time sec a gt 1A gt lt Velocity U m s time sec b 7 2 E 7 3 a b
22. 1G 3 1 1 2m 0 8m y 16 17t m w 9 Sr 32 3 1 2 3 2 95mm h 20 3 2 15
23. 2 9 2 10 2 4 Acceleratin Response Spectrum m sec 10 Transfer function Acceleratin Response Spectrum m sec Frequency Hz Frequency Hz Frequency Hz 2 4 HX P eo P gt eo jf LII FE L j gp 4 iii j il L1 LLLI oo CO H ALL TIII 1 LLLI H LLL E Oo Oo Transfer function N N Acceleratin Response Spectrum m sec2 Acceleratin Response Spectrum m sec 5 m EP 0 1 1 10 Frequency Hz 2 8 P CBE HH 8 II EPI I S iii E jj I MAM j j i E 4 lilii L TT 5 L H HHWrHH9PHHRHE o ill L P j e L d HII HIHI 8 6 ES Il S OOo Il J BEHI p HHIH HH 2 a j TT n l B L j pS Il j LITE BE 4 1 LLL RS ET P EHER EHE amsa c IIl 6 Il g L
24. 7 5 box 5T ZESEWROUNSURIGEICTEO Hm 0 1430 0 1420 0 1410 0 1400 0 1390 CD Oo 8 01370 sec 0 1360 0 1350 0 1340 0 1330 HE HE HI Ed 7 5 8 1 AA pictis 15m FEM AE n
25. c 4 5 o o u i 0 8 y BH cos a 4 5 4 60 rz c a tan c 1 cos tan 4 6 F F 4 7 ct Wid Dey PJH cos atang dn Bras BH sina cosa F 4 8 _ 7 mn 4 7 4 8 y B ty D tana ZZTN y yu TAE pof Y P tng 4 9 Ysa tang 8 1 0 8 1 0 4 9 F 4 10 pe ED 4 10 Ysa tana 20kN m 2 0t m y syay 10 kN m 1 0t m 4 3
26. K 4 3 8 2 1 ec ar E AN 29 di K lt BH T a 4 2 1 a 0 5 0 0 0 5 1 P 4 3 8 8 v 4 2
27. 1 15Hz 2 9Hz 1 25Hz 3 5Hz 3 R 3 9 We 3 7 3 8 3 9 1 3 ws 2 3 8 vii s
28. x 2 4 3 13 q N E pe M bo io o Characteristic Frequency Hz Characteristic Frequency Hz P Ui m on 0 20 40 60 80 100 1 6 1 8 2 0 Degree of saturation Wet density g cm 2 9 2 10 E P 2 4 0 1432 1900 1 547 1 835 1 662 1774 66 xar 100 1 900 3
29. N c kPa e 0 1 8S intercepts ON 30 40 50 60 70 96 80 90 3 4 Athapaththu ss OO 77 A Cl 3 2 w y c_ 3 2 3 1 2 gal 0 2 4 6 sec 3 5 a tk hka 4 kodo a W k k k ol q 3 q qam oF oP i q 98 P d dd wit liquii fiw ri i k ick kk 4o p NN LE
30. X 7 6 2 GEONET2 283D 100Hz 300 6 2 itn cma a EE b 6 2 6 3
31. Sr GJ 53 1 2 1999 1 5 1 3 3 5Hz DIEW 20 3 3 O 2G B 5G 1200 200 1470 180 1150 3400 x 3 1 9 3 1 mm 1500 10004 300 2500 3000 mm I 2000 11 12 13 14 15 16 17 18 90 3 2 QN CA co UJ e SEE E t mm N e 1 3 3 ERK mO 2 9 3 2 FEM
32. 4 1 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 Date X 4 5 EE r3 800 Ae mm w 15 600 XS SN I li ha PAUSE SS S 27 33 E X 4 6 E 4 7 4 12 1 5 72 0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 Date X 4 7 10 2 647 0 523x p vr 4 12 f Hz D tAVE g cm X 4 12 2 2
33. 10 FLIP Disp mm Disp mm 6 Time sec Time sec c d 3 7 1 10 FLIP amp 6 h i q NVP g ii jl V g A B ELTP 10 0 2 4 6 8 10 0 2 4 6 8 10 Time sec Time sec a b ij Ib YA M Mr um mm 0 2 4 6 8 10 0 2 4 6 8 10 Time sec Time sec Disp mm Disp mm c d 3 8 2 WA N AM N M M E n n M 8 amp Mi AM go L E a a FLTP 10 2 8 10 0 2 8 10 x Time sec Time sec a b 200 1
34. l IU L m L sS JH 2 o S EHE 2 L I B j L LL 8 Oo L TTT 8 2 E EE E eee E 15s pe e E E O IIIHIIIE_ j TTI E Q L Iiii L CTN STI 0 1 1 Frequency Hz 2 6 Acceleratin Response Spectrum m sec 10 oo M IIIIIIIIIIII AT N 0 E lll S l 3B 0 1 1 10 Frequency Hz Oo 4 Acceleratin Response Spectrum m sec NA 0 1 1 Frequency Hz K Transfer function EX L LI T Lili LLLA LL LLL II II III UI ill esa HHH HHHH L I iii ji L III II BERI HHHH Frequency Hz 10 10 10 3 2 8 8 8 E 5 P g 6 86 B8 6 e E 3 E lt d D o 4 BA 4 a a BB B2 2 S 8 2 2 O 9 9 so 30 0 0 1 1 10 0 1 1 10 0 1 1 10 Frequency Hz Frequency Hz Frequency Hz E 2 8 Z2 5 x 2 10
35. Sr e 0 75 s ORE Sr c 3 4 x 3 2 w Sr yo c mers c 8kPa 3 4 PE AMENS Mo MELLON REI A 31deg 3 5 3 1 1999 1 5 2 1999 1 3 3 5Hz 20 X 3 6
36. FLIP FLIP LC f 1 WARE E L AEJ c
37. FLIP Ver 6 0 6 Pr 25 0 1D qs 2 2 20cm 2 3 K 2 1 TAJ mu ZARR nr EC ei m HA ER RENE mH NEN 2 2 E kPa gem 44300 0 333 1 662
38. 4 6 lt 4 6 tides 10 10 0 gH 4 4 8 3 4 1 E 4 7 1
39. 5 b 3 6 3 3 3 7 Ed 3 8 3 9 1 2 3 FLIP
40. 00 FLIP ee FLIP B 100 n g f A n WINE lt 8 i A Af Sp m 0 AM 100 0 2 8 10 0 2 4 6 8 10 Time sec Time sec c 3 9 d 3 4 4 1 9 cw 4 1 4 1
41. BE F EM 2 1 0 1 1 0Hz 0 1Hz 1 5Hz 2 10Hz 1Hz f Bd 2 1 Ui N A AN N D f N N N N i ENS N N VN A M VJ g Acc c 0 1 2 3 4 5 Elapsed time sec 2 1 f 1 0Hz x 2 2 2 3 2 1 2 2 FLIP Ver 7 1 3
42. DINE JE 20 07 A45 21 4 3 0 d 1 1 1 9
43. Ronbunshuu C Vol 63 No 2 pp 403 416 2007 11 VV qe AS 16 2007 12 12 13 14
44. e in 10 2 gt X 3 KANEC
45. z Frequency Hz 6 4 6 5 3 5Hz 20 H V H V Spectral Ratio Frequency Hz 6 5 HV 7
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