document7
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2. 3 3. 1 4. 1-1 5. 2 6. 3.1.2 1 7. 2 8. 3 9. 1 10. 1-1 11. 2 12. 4. 13. 4. 4.1 _1B PX441380.18976BP 215 28 56.25Y200301.11405IP1 () I PX 441349.40105 Y 200279.167031 215 28 56.25 X 441344.84281 2 159 58 21.01 Y 200312.75948I A 55 30 35.24R 30.00000 D T37.81027T L15.78704S L3.90030C L29.06486S D22.02323SPX 441348.87662SPY200283.03191 X Y B C22.02323 441362.25635 200288.33064E C51.08809 441334.56868 200284.57363 (NO.) X Y B P0.00000 0+00.0000 441380.18976 200301.114052152856.25 20.00000 1+00.0000 441363.90386 200289.50502 B C 22.02323 1+02.0232 441362.25635 200288.330642152856.25 40.00000 2+00.0000 441345.44449 200282.76552181 857.10 E C 51.08809 2+11.0881 441334.56868 200284.573631595821.01 14. IP2 () I PX441282.50372 Y200303.55203115958 21.01 X441305.96534 214436 16.55 Y200348.21814I A 15 224.46R 50.00000 D T71.20310T L 6.74601S L0.45303C L13.41103S D 48.67005 SPX441282.71439 SPY200303.95310 X Y B C 99.75814441288.84178200301.24172E C113.16917441277.00455200307.45942 (NO.) 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IP2 () I PX440905.95757 Y200096.79566 11152 35.26 X440955.11880 2 9421 44.30 Y200109.69536I A20 40 50.96R 50.00000 D T51.26341T L9.12297S L0.82547C L18.04742S D 36.02870SPX440906.75601 SPY200097.00517 X Y B C68.43435440909.81933200088.53034E C86.48177440905.26365200105.89221 (NO.) X Y 40.000002+00.0000 440921.85560200062.7691360.000003+00.0000 440913.38959200080.88891B C 68.434353+08.4343 440909.81933200088.53034 115 235.2680.000004+00.0000 440906.17362200099.47921 1014723.51E C 86.481774+06.4818 440905.26365200105.89221942144.30 39. IP3 () I PX440904.30217 Y200118.4961319421 44.30 X440854.98664 2 11030 48.55 Y200107.61921I A 16 94.25R 50.00000 D T21.76352T L7.09432S L0.50079C L14.09456S D5.54622SPX440903.81314 SPY200118.38827 X Y B C92.02799440904.84179200111.42236E C 106.12255440901.81612200125.14060 (NO.) X Y B C92.02799 4+12.0280 440904.84179200111.42236942144.30100.00000 5+00.0000 440903.60563200119.28940 1032951.21E C 106.12255 5+06.1226 440901.81612200125.14060 1103048.55 40. IP4 () I PX440895.97419 Y200140.75435111030 48.55 X440925.72341 2 9239 27.21 Y200146.85315I A 17 51 21.34R 30.00000 D T23.76518T L 4.71288S L0.36793C L9.34934S D11.95798SPX440896.33462 SPY200140.82824 X Y B C118.08053440897.62571200136.34032E C127.42987440895.75567200145.46216 (NO.) X Y B C 118.080535+18.0805 440897.62571200136.34032 1103048.55120.000006+00.0000 440897.01103200138.15836 1065051.26E C 127.429876+07.4299 440895.75567200145.46216923927.21 41. IP5 () I PX440895.44350 Y200152.187581 9239 27.21 X440865.66781 210822 45.33 Y200146.65909I A 15 43 18.12R 30.00000 D T11.44554T L 4.14195S L0.28458C L8.23186S D 2.59071SPX440895.16370 SPY200152.13563 X Y B C130.02058440895.63555200148.05008E C138.25245440894.13752200156.11825 (NO.) X Y B C 130.020586+10.0206 440895.63555200148.05008923927.21E C 138.252456+18.2524 440894.13752200156.11825 1082245.33 42. IP 6 () I PX440892.81118 Y200160.11020 110822 45.33 X440902.85455 2 8828 2.65 Y200161.59746I A19 54 42.68R 10.00000 D T 8.34847T L1.75534S L0.15289C L 3.47527S D2.45118SPX440892.96242 SPY200160.13260 X Y B C 140.70363440893.36465200158.44440E C 144.17890440892.85813200161.86491 (NO.) X Y 140.000007+00.0000 440893.58651200157.77666B C140.703637+00.7036 440893.36465200158.444401082245.33E C144.178907+04.1789 440892.85813200161.86491 8828 2.65 160.000008+00.0000 440893.28127200177.68035E P166.598508+06.5985 440893.45776200184.276498828 2.65 E P X440893.45775EP 88 28 2.65 Y200184.27630 43. 5. 44. : -2()1. (1) () :TRUE * (2) :TRUE * (H) :4.500m (D) :1.000 m (B) : 4.550m (Dw) : 1.800 m (L) : 23.000m (b) : 0 deg( ) : 4.300m2. (1) () (2) ( ) : : (gb) :18.50 kN/ (gf) :24.00 kN/ (b)30 deg( ) (f)35 deg( ) (Cb) : 14.00 kN/ (Cf) :300.00 kPa (ka) :0.333 (ka) :0.271 (kp) :3.000 (kp) :3.690 * ( )(3) (gw) : 9.80 kN/ ( ) 1. ( )cos cos2 cos2 K a = cos cos + cos2 cos2 cos + cos2 cos2 K P = cos cos cos2 cos2 2. (, ) 1 sin 1 + sin Ka =KP = 1 + sin 1 sin 45. 3. 4. = 304.500 kN/m = B / 2 = 2.275 m5. : Rankine ( ) (1) 1 Pa = K ah 2 =56.954 kN/m2 , / . : PAH=PA*cos=56.954 kN/m yAH = 1.433 m 46. : PAV=PA*sin=0.000 kN/m yAV =4.550 m (2) 1 PP = K Ph 2 =44.280 kN/m2 , c , 1PP = K Ph 2 + 2c K P H2 , . PPH= 44.280 kN/m yPH=0.333 m6. 1PW = W h 2 = 15.876 kN/m2 , / . ()PWH=PW*cos =15.876 kN/m yWH= 0.600 m () PWV=PW*sin=0.000 kN/m yWv =4.550 m7. / . 1. 3. W = 304.500 kN/m PPH = 44.280 kN/m xW = 2.275 m yPH = 0.333 m 2. 4. PAH =56.954 kN/m PWH = 15.876 kN/m yAH =1.433 m yWH = 0.600 m PAV = 0.000 kN/m PWV =0.000 kN/m xAV =4.550 m xWV = 4.550 m 47. (1) / Hf = PAH + PWH - PPH =28.550 kN/mVf = W + PAV + PWV = 304.500 kN/m(2) / MH = PAHyAH + PWHyWH - PPHyPH = 76.400 kN/m mMV = WxW + PAVxAV + PWVxWV = 692.738 kN/m m8. (1) * : FALSE VF + cB BFS == 7.468>1.5 O.K.HF, = tan = 0.700(2) FS = M V= 9.067>2.0 O.K. M H . Be= XF = 0.251 2.5 O.K. . 49. 1. 2. 3. 3.1 3.2 3.3 4. 5. 50. 1. 51. 2. 52. DRILL LOG : 1 1 ( ) 2 01 1 R EMA RK S BH-1 P ROJEC T H OL E N o. U.D.SAMPLEEL(+) 131. 5M E LE VAT IO N S.P.T. SAMPLE L OCATI ON GL(-)6. 5 M G RO UND W ATE R CORE SAMPLE 2 01 1-0 9- 21 -2 011- 09-2 1 JEO N.W .D D A T E I NS PEC TO R DISTURBED SAMPLE S ca le USam pl e S t a n da r d P e ne t r a t i on T e s tElev.D e p t h Thi c- Co lum- S kne ss na r Descr ipt io n C NNb lowMM M MS ect io n S ( / c m ) 01 0 20 3 0 4 0 50131.200.300.30 SM ( 0 .0 0 .3 m) 1 S -11.0 1 9/ 30 Size : 10cm / 2 S -22.0 2 2/ 30 ( 0 .3 5 .7 m) 3 , SM S -33.0 3 0/ 30 Size : 100cm ~ 4 S -44.0 1 9/ 30 5 S -55.0 2 5/ 30125.805.705.40125.30 66.200.50 S -66.0 50/3 ( 5 .7 6 .2 m) , 7 /124.207.301.10 ( 6 .2 7 .3 m) 8 9 ~ ~ 121.5010 10.002.70 2set random (10,45) 6.8~7.0 : TCR/RQD(%)=84/011 ( 7 .3 1 0 .0 m)12 ~ ~13 2set (10,30)14 TCR/RQD(%)=100/53 * 10.00 M 151617181920 53. DRILL LOG : 1 1 ( ) 2 01 1 R EMA RK S BH-3 P ROJEC TH OL E N o. U.D.SAMPLE EL(+) 134. 9M E LE VAT IO N S.P.T. SAMPLE L OCATI ON GL(-)6. 8 MG RO UND W ATE R CORE SAMPLE 2 01 1-0 9- 20 -2 011- 09-2 0 JEO N.W .D D A T EI NS PEC TO R DISTURBED SAMPLE S ca le USam pl e S t a n da r d P e ne t r a t i on T e s tElev.D e p t h Thi c- Co lum- S kne ss na rDescr ipt io n C NNb lowMM M MS ect io n S ( / c m ) 0 1 0 20 3 0 4 0 50 SM134.300.600.60 ( 0 .0 0 .6 m) 1 S -11.0 2 0/ 30 Size : 10cm / 2S -22.0 2 8/ 30 ( 0 .6 6 .5 m) 3 , S -33.0 1 9/ 30 Size : 100cm SM 4 S -44.0 2 3/ 30 5S -55.0 2 9/ 30 6S -76.0 2 6/ 30128.406.505.90 7 ( 6 .5 7 .3 m)S -77.0 50/5127.607.300.80 , 8 /126.308.601.30 ( 7 .3 8 .6 m) 9 10 124.40 10.501.90 11 2set (10,30) TCR/RQD(%)=100/18 ( 8 .6 1 0 .5 m)12 13 ~ ~ 14 2set (10,30) TCR/RQD(%)=100/49 * 10.50 M 151617181920 54. 3. 3.1 3.2 3.3 55. Density of soil in Place By the Sand Cone MethodPROJECT : 2011 :, : 2011. 09.. :T.S.KWON TPTP-1() TP-1() TP-2()TP-2() TP-1()TP-1() 0.5 0.5 0.5 0.50.5 0.5Cone + 4590 445043304220 47584572Cone + 1897 177416211385 20641830 2693 267627092835 26942742 Cone1673 167316731673 16731673 Hole 1020 100310361162 10211069 Hole 713.3 701.4 724.5 812.6714.0 747.6 Hole+1263 110112421232 13261202 1212 1212 1212 Hole 1251 108912301220 13141190 15.315.3 14.614.6 12.312.3 1.226 1.086 1.187 1.0501.287 1.113 1.430 1.430 1.430 1.4301.430 1.430 1.754 1.553 1.698 1.5011.840 1.592 1.521 1.347 1.481 1.3101.639 1.418 56. Density of soil in Place By the Sand Cone MethodPROJECT : 2011 :, : 2011. 09. . : T.S.KWON TPTP-2() TP-2() 0.5 0.5Cone + 4812 4725Cone + 1893 1896 2919 2829 Cone1673 1673 Hole 1246 1156 Hole 871.3 808.4 Hole+1472 1153 12 12 Hole 1460 1141 20.7 20.7 1.172 0.987 1.430 1.430 1.676 1.411 1.388 1.170 57. Field Permeability Test Project 2011 Bore Hole Number BH-1 Tested ByTest Section (m) 2.5 ~3.5Date2011 9 21 Test Length, L (cm) 100.0Soil Class (USCS)Head (cm)230.0 Radius of Casing, r (cm) 3.89 Ground Water Depth,Casing Height from 2.0030.0 GWL (m) Ground Surface (cm) Time (sec) 60 120180240 300 360 420480 540 600draw-down (cm) 46.0 82.0 110.0 132.0 148.0160.0 170.0179.0 186.0 191.0 Ho (cm) Ht (cm) T1 T2 Tk (cm/sec)230.0184.0 0.0 60.060.09.14E-04184.0148.060.0 120.0 60.08.91E-04148.0120.0120.0180.0 60.08.59E-04120.098.0 180.0240.0 60.08.29E-0498.0 82.0 240.0300.0 60.07.30E-0482.0 70.0 300.0360.0 60.06.48E-0470.0 60.0 360.0420.0 60.06.31E-0460.0 51.0 420.0480.0 60.06.65E-0451.0 44.0 480.0540.0 60.06.04E-0444.0 39.0 540.0600.0 60.04.94E-04 Average 7.27E-04REMARKSWhen borehole stay open without casing (length of test hole:L) k = r 2 / 2 L T Ln ( L / r ) Ln ( Ho / Ht ) : for L 8 rWhen open-end test k = 2 r /11 T Ln ( Ho / Ht )In above equation k : pemeability (cm / sec) r : radius of casing (cm) L : test length (cm) T : tested time (T2 - T1) Ho: head when T1 (cm) Ht: head when T2 (cm) 58. Field Permeability Test Project 2011 Bore Hole Number BH-3 Tested ByTest Section (m) 1.5 ~2.5Date 2011 9 20 Test Length, L (cm) 100.0Soil Class (USCS)Head (cm)180.0 Radius of Casing, r (cm)3.89 Ground Water Depth, Casing Height from 1.5030.0 GWL (m) Ground Surface (cm) Time (sec) 60 120 180240300 360420480 540600draw-down (cm) 14.0 23.0 29.0 34.038.0 43.0 47.051.0 55.0 57.0 Ho (cm) Ht (cm) T1 T2T k (cm/sec)180.0166.00.060.0 60.0 3.32E-04166.0157.060.0 120.060.0 2.28E-04157.0151.0 120.0 180.060.0 1.60E-04151.0146.0 180.0 240.060.0 1.38E-04146.0142.0 240.0 300.060.0 1.14E-04142.0137.0 300.0 360.060.0 1.47E-04137.0133.0 360.0 420.060.0 1.21E-04133.0129.0 420.0 480.060.0 1.25E-04129.0125.0 480.0 540.060.0 1.29E-04125.0123.0 540.0 600.060.0 6.60E-05Average1.56E-04REMARKSWhen borehole stay open without casing (length of test hole:L) k = r 2 / 2 L T Ln ( L / r ) Ln ( Ho / Ht ) : for L 8 rWhen open-end test k = 2 r /11 T Ln ( Ho / Ht )In above equation k : pemeability (cm / sec) r : radius of casing (cm) L : test length (cm) T : tested time (T2 - T1) Ho: head when T1 (cm) Ht: head when T2 (cm) 59. 1. 1 2 1 - (, k) 1 . 1 ksatk (cm) (cm/sec) (cm/sec) (cm/sec)38.00.080 0.214 8.42E+00 2.48E-03 Average42.00.034 0.214 8.42E+00 1.05E-03 1.77E-0337.00.116 0.025 2.36E-03 9.39E-04 Average41.00.105 0.025 2.36E-03 8.50E-04 8.95E-04 8.9510-4~1.7710-3cm/sec . 60. 2. 2.1 (, 1998, ) Talbot Sherman Japanese a aa I=t+ b I= nI=tt+ b, , , , , , , , - --2.2 - (180 ) (180 )2. - 2.3 Critical Critical Critical Critical (mm/sec)(mm/sec) (mm/hr) ()1.7710-23.5410-2127.34 37-3-2100 8.95101.7910 64.422062.4 Wetting band Method (n) (mm/sec) (S0,%)()(mm) 1.7710-20.434 53.0437193.61 8.9510-30.433 73.21206 954.10 61. 4. 62. Soil Test Data : C USCS#4#10#40#200 o (m) Wn (%) GS LL (%)PL (%) PI (%)kPa( ) TP-1 1.0 15.32.659N.P N.PN.P9.1 28.8 87.6 74.0 49.8 30.9 SM TP-2 1.0 14.62.657N.P N.PN.P4.0 29.0 86.4 73.5 47.1 22.4 SM TP-1 1.0 21.02.666N.P N.PN.P10.030.1 95.6 89.8 64.0 32.3 SM TP-2 1.0 12.32.652N.P N.PN.P0.0 26.0 74.0 63.5 42.5 21.6 SM----- ----- Korea Engineering & Research 63. Gradation Curves : (m)Wn (%)GS LL (%)PL (%)PI (%) USCS TP-1 TP-1 1.0 15.32.659N.P N.P N.PSM KS F 2302 - 2002 2011. 09.SIEVE OPENING IN INCHES U.S.STAND SIEVE NUMBERS HYDROMETER3" 2" 11/2"1" 3/4"3/8" 4 10 40100 200 10009010802070PERCENT FINER BY WEIGHT PERCENT FINER BY WEIGHT3060 TP-1(1.0) 4050504060307020801090 0 -1010010010 1 0.1 0.010.001GRAIN SIZE MILLIMETERS 64. Gradation Curves : (m)Wn (%)GS LL (%)PL (%)PI (%) USCS TP-2 TP-2 1.0 14.62.657N.P N.P N.PSM KS F 2302 - 2002 2011. 09.SIEVE OPENING IN INCHES U.S.STAND SIEVE NUMBERSHYDROMETER3" 2" 11/2"1" 3/4"3/8" 4 10 40100 200 100 090 1080 2070 PERCENT FINER BY WEIGHT PERCENT FINER BY WEIGHT 3060 TP-2(1.0)4050 5040 6030 7020 8010 90 0 -10 10010010 1 0.10.010.001GRAIN SIZE MILLIMETERS 65. Gradation Curves : (m)Wn (%)GS LL (%)PL (%)PI (%) USCS TP-1 TP-1 1.0 21.02.666N.P N.P N.PSM KS F 2302 - 2002 2011. 09.SIEVE OPENING IN INCHES U.S.STAND SIEVE NUMBERS HYDROMETER3" 2" 11/2"1" 3/4"3/8" 4 10 40100 200 10009010802070PERCENT FINER BY WEIGHT PERCENT FINER BY WEIGHT3060 TP-1(1.0) 4050504060307020801090 0 -1010010010 1 0.1 0.010.001GRAIN SIZE MILLIMETERS 66. Gradation Curves: (m)Wn (%)GS LL (%)PL (%)PI (%) USCS TP-2 TP-2 1.0 12.32.652N.P N.PN.P SM KS F 2302 - 2002 2011. 09.SIEVE OPENING IN INCHES U.S.STAND SIEVE NUMBERSHYDROMETER3" 2" 11/2"1" 3/4"3/8" 4 10 40100 200 100 090 1080 2070 PERCENT FINER BY WEIGHT PERCENT FINER BY WEIGHT 3060 TP-2(1.0)4050 5040 6030 7020 8010 90 0 -10 10010010 1 0.1 0.01 0.001GRAIN SIZE MILLIMETERS 67. Direct Shear Test Project Borehole No. TP-1 Test MethodKS F 2343 : 1997 Depth1.00 m Date 2011. 09oc= 9.1 kPa =28.8Sample TypeU/DDeformation Rate 0.30 mm/min Initial diameter (D)60.0 mm Method of ShearQ200 Initial height (H)20.0 mmMethod of TestStrain Control Sample Area (A)2827 mm2 Gs2.659150TESTNo.12 34 Sample Weight (g)W97.7397.47 97.91 97.78 Shear Stress (kPa) Wet Density (kN/m 3 )rt 17.2817.24 17.31 17.29100 Water Content (%)w15.2 15.415.315.33 Dry Density (kN/m )rd 15.0014.94 15.02 15.00 Void Ratio e0.7380.746 0.736 0.73950 Saturation (%) S 55 555555 Normal Stress ( kPa) n50 100150 200 Max.Shear Stress ( kPa) 36 6291 120 0050100150 200250 300 Description : 1 kgf/cm 2 = 98.07 kPa, 1 g/cm 3 = 9.807 kN/m 3 Normal Stress (kPa) Remark Operater Approved 68. Direct Shear Test Project Borehole No. TP-2 Test MethodKS F 2343 : 1997 Depth1.00 m Date 2011. 09oc= 4.0 kPa =29.0Sample TypeU/DDeformation Rate 0.30 mm/min Initial diameter (D)60.0 mm Method of ShearQ200 Initial height (H)20.0 mmMethod of TestStrain Control Sample Area (A)2827 mm2 Gs2.657150TESTNo.12 34 Sample Weight (g)W92.4792.57 92.46 92.53 Shear Stress (kPa) Wet Density (kN/m 3 )rt 16.3516.37 16.35 16.36100 Water Content (%)w14.5 14.614.614.6 Dry Density (kN/m 3 )rd 14.2814.28 14.27 14.28 Void Ratio e0.8240.824 0.826 0.82550 Saturation (%) S 47 474747 Normal Stress ( kPa) n50 100150 200 Max.Shear Stress ( kPa) 32 5889 115 0050100150 200250 300 Description : 1 kgf/cm 2 = 98.07 kPa, 1 g/cm 3 = 9.807 kN/m 3 Normal Stress (kPa) Remark Operater Approved 69. Direct Shear Test Project Borehole No. TP-1 Test Method KS F 2343 : 1997 Depth1.00 m Date 2011. 09oc = 10.0 kPa =30.1Sample TypeU/DDeformation Rate 0.30 mm/min Initial diameter (D)60.0 mm Method of ShearQ200 Initial height (H)20.0 mmMethod of TestStrain Control Sample Area (A)2827 mm2 Gs2.666150TESTNo.12 34 Sample Weight (g)W94.2194.12 94.25 94.29 Shear Stress (kPa) Wet Density (kN/m 3 )rt 16.6616.64 16.67 16.67100 Water Content (%)w21.0 21.021.021.23 Dry Density (kN/m )rd 13.7713.76 13.77 13.76 Void Ratio e0.8990.901 0.898 0.90050 Saturation (%) S 62 626263 Normal Stress ( kPa) n50 100150 200 Max.Shear Stress ( kPa) 40 6797 124 00 50 100150 200250 300 Description : 1 kgf/cm 2 = 98.07 kPa, 1 g/cm 3 = 9.807 kN/m 3 Normal Stress (kPa) Remark Operater Approved 70. Direct Shear Test Project Borehole No. TP-2 Test MethodKS F 2343 : 1997 Depth1.00 m Date 2011. 09oc= 0.0 kPa =26.0Sample TypeU/DDeformation Rate 0.30 mm/min Initial diameter (D)60.0 mmMethod of Shear Q200 Initial height (H)20.0 mm Method of Test Strain Control Sample Area (A)2827 mm2 Gs2.652150TESTNo.12 34 Sample Weight (g)W103.46 103.36 103.36 103.34 Shear Stress (kPa) Wet Density (kN/m 3 )rt 18.3018.28 18.28 18.27100 Water Content (%)w 12.212.412.312.4 Dry Density (kN/m 3 )rd 16.3116.26 16.28 16.26 Void Ratio e0.5950.599 0.598 0.60050 Saturation (%) S54555555 Normal Stress ( kPa) n 50100150 200 Max.Shear Stress ( kPa)27487398 0050100150 200250 300 Description : 1 kgf/cm 2 = 98.07 kPa, 1 g/cm 3 = 9.807 kN/m 3 Normal Stress (kPa) Remark Operater Approved 71. 5. 72. BH-1 () BH-1 () BH-1 () BH-1 () D3BH-1 () TP-1 () TP-1 () TP-2 () 73. TP-2 () BH-3 () BH-3 () BH-3 () BH-3 () D3BH-3 () TP-1 () 74. TP-1 () TP-2 () TP-2 () 75. 1. 2. 76. 1. 1.1 1.2 2. 2.1 2.2 (CN) 2.3 (C) 2.4 3. 3.1 3.2 4. 5. 77. 1. 1.1 1.2 78. 1. 1.1 1.1.1 : 51 (1961~2011) ( ) 10min 1 2 3 4 5 6 78 910111213 141516171824196115.8 37.456.861.681.084.694.297.0 98.9 100.8 102.2 102.4 102.4102.4 103.1 103.1 103.1 103.1 103.1 107.11962 8.417.024.232.038.747.353.961.8 65.2 67.9 69.2 69.9 70.2 70.9 71.371.671.972.573.785.7196314.734.666.168.981.895.3 109.1 114.7117.3 125.0 132.2 143.5 156.6 162.2 164.4 167.1 168.6 169.2 169.2 174.5196433.0 112.0 118.2 124.2 125.9 126.0 127.4 128.0128.1 128.4 128.8 129.0 129.1 129.1 129.1 129.1 129.1 129.1 129.1 129.1196519.744.080.092.4 104.0 114.5 122.1 123.2123.6 127.2 127.9 132.0 132.6 133.1 133.5 137.8 139.6 140.0 141.2 154.4196629.073.3 113.0 151.7 177.4 182.9 193.9 196.0197.2 198.8 200.0 201.2 204.8 211.3 213.0 214.2 214.7 215.7 217.4 228.2196719.047.082.182.982.985.788.092.4 94.9 96.2 97.1 98.4 98.4 99.9101.2 101.2 101.2 101.2 101.2 101.7196816.059.087.492.196.6 103.3 110.5 118.1125.8 136.3 141.2 145.5 150.3 154.9 159.2 164.0 167.6 170.2 170.8 172.6196920.044.983.9 117.5 118.8 119.4 119.5 119.7119.7 119.7 119.7 119.7 119.8 119.8 119.8 119.8 119.8 119.8 119.8 138.5197023.044.277.292.393.296.7 117.3 132.7144.2 150.4 155.3 157.4 162.6 173.3 178.7 188.8 190.0 190.2 190.9 192.8197117.671.497.5 142.2 156.2 165.9 179.9 185.2188.6 188.6 188.6 188.6 188.6 188.6 188.6 188.6 188.6 188.6 188.6 192.2197213.056.884.7 109.7 129.9 159.6 179.0 198.3212.0 230.0 241.2 252.5 270.4 290.7 310.8 330.2 340.4 352.0 362.3 446.81973 9.522.031.636.039.042.645.449.0 51.8 54.2 55.6 56.7 57.4 58.3 59.059.560.460.661.062.7197414.039.647.257.758.967.969.389.2 99.7 105.3 109.9 115.5 116.3 116.3 116.4 116.4 116.4 116.8 119.4 120.3197512.738.558.593.798.6 106.8 115.5 122.7127.6 128.8 129.0 129.9 130.1 130.4 130.5 130.5 130.5 131.0 131.2 131.6197617.542.943.355.059.470.386.592.4 94.8 95.3 96.0 96.0 96.4 97.0 97.097.097.0 107.9 112.2 136.4197713.443.467.172.973.976.6 109.2 115.4117.6 117.8 120.3 128.1 133.2 138.5 144.1 147.8 151.4 156.5 164.1 199.3197814.027.449.265.780.588.1 112.7 129.2143.2 156.1 160.0 166.8 174.7 180.6 184.5 192.3 202.0 205.4 212.7 231.1197915.643.051.472.788.090.090.690.8 91.3 91.7 91.7 91.7 91.7 91.7 91.791.792.192.394.398.1198010.228.943.550.258.563.771.577.4 84.4 92.6 97.8 102.5 108.0 116.0 119.2 120.0 120.3 123.6 126.8 131.01981 6.826.536.651.858.072.486.291.7 97.2 102.1 110.8 116.3 117.8 118.4 120.3 124.3 126.8 132.3 135.0 143.6198218.547.557.076.985.393.099.9 102.4104.0 104.2 104.2 104.2 104.2 105.2 106.2 106.2 107.7 110.2 111.7 116.4198322.067.398.3 100.8 100.9 100.9 105.8 118.6121.1 121.2 121.2 121.2 121.2 121.6 130.9 131.1 132.1 134.5 137.1 137.9198422.059.591.9 123.1 153.5 169.0 177.6 191.9199.5 206.9 212.3 226.6 234.2 237.7 242.5 246.0 248.6 255.6 259.4 275.2198523.561.462.966.066.867.075.785.0 97.1 107.7 117.7 120.2 121.3 123.3 124.3 124.4 124.5 124.5 124.5 125.6198620.046.257.278.791.6 116.5 139.6 140.1145.8 145.9 146.0 146.3 147.1 147.5 147.6 147.8 147.8 147.8 147.8 152.0198722.269.5 101.9 124.5 160.6 192.7 215.2 228.8234.4 239.6 243.2 257.9 271.5 276.7 278.9 281.5 283.1 284.2 284.5 328.4198812.024.327.838.853.662.873.174.7 74.9 75.4 78.3 86.3 89.0 98.1 99.399.5 100.0 100.3 100.9 103.5198913.645.356.667.076.276.483.294.6 95.4 97.6 99.7 100.6 102.5 103.1 103.3 103.3 103.3 103.3 103.3 105.0199019.559.679.998.9 106.0 121.1 138.8 153.2165.9 178.4 189.5 195.5 203.1 209.1 216.8 224.5 234.1 241.4 253.5 305.8199118.541.577.095.5 101.0 106.0 111.0 113.0114.5 118.1 120.9 123.0 131.4 132.9 134.9 135.9 136.1 136.4 137.3 143.2199220.054.781.397.1 109.7 115.0 118.8 126.4127.8 132.0 137.3 142.5 145.3 147.8 149.8 151.2 151.5 151.6 151.7 155.3199328.560.274.084.084.184.284.284.2 84.2 86.5 88.8 90.5 90.9 91.2 91.291.291.291.291.294.0199411.037.658.165.768.468.768.771.4 75.9 79.8 84.0 86.6 88.4 89.7 90.692.393.293.694.494.4199518.554.077.1 112.6 112.6 113.3 116.1 122.3123.7 127.5 134.6 137.6 142.1 142.5 144.3 152.3 169.6 178.0 180.5 214.6199622.737.160.973.575.281.182.8 102.3125.2 146.2 147.7 153.8 157.7 159.2 165.3 165.4 167.8 168.4 168.5 168.6199716.537.651.268.175.889.7 100.5 104.6112.2 116.3 118.6 122.5 125.1 126.3 127.2 127.4 127.6 127.7 128.1 128.3199822.266.299.9 137.1 156.4 165.2 176.5 178.9182.1 192.8 205.4 220.5 231.8 234.6 237.0 245.8 285.2 313.7 316.3 361.5199925.859.865.786.1 113.6 140.0 160.4 164.4182.1 186.1 189.2 191.9 198.6 211.1 215.1 218.2 220.9 227.6 231.2 261.6200014.644.464.169.670.375.592.5 103.3109.6 115.6 119.9 121.2 122.1 122.6 122.9 122.9 122.9 123.0 123.0 123.0200121.099.5 142.5 201.4 234.4 249.4 259.9 262.4262.9 264.2 274.7 278.5 281.0 282.2 287.4 288.4 288.9 289.9 302.2 310.1200215.560.588.0 119.5 131.0 138.5 150.0 154.0164.5 176.0 180.0 184.0 187.5 191.5 193.5 198.0 199.5 202.0 207.5 286.0200320.567.0 100.5 135.0 139.0 143.0 145.5 146.5147.5 148.5 150.0 154.5 165.0 169.0 171.5 173.5 175.5 177.0 177.0 183.0200418.543.544.053.061.576.577.081.5 98.5 99.0 100.0 102.5 104.5105.0 105.5 105.5 106.0 107.0 109.0 132.5200516.553.576.578.583.591.094.096.0105.0 109.5 116.0 119.0 121.0 124.0 126.5 128.0 130.5 130.5 132.0 132.0200615.549.579.095.5 111.5 128.5 148.0 169.0194.5 200.0 200.0 210.0 221.5 230.0 236.5 248.0 258.5 267.0 271.5 288.0200716.027.530.033.542.549.557.064.0 68.0 69.5 74.0 75.5 76.0 76.5 78.580.581.081.081.084.5200814.043.049.555.061.062.572.076.5 85.0 95.0 97.5 99.0 101.5107.0 108.0 111.0 118.0 124.0 136.5 158.0200914.050.569.599.0 107.0 131.5 143.0 151.5159.5 174.0 182.0 185.5 186.0 186.5 188.5 189.0 189.5 189.5 189.5 190.0201019.075.0 138.0 198.5 224.5 239.5 246.5 249.0250.5 253.0 254.5 256.5 257.5 258.5 258.5 259.0 259.2 259.3 259.4 260.0201118.062.082.0 104.7 139.2 146.7 170.7 171.0178.5 217.0 238.0 239.5 240.5 255.7 278.7 301.2 326.5 347.5 389.2 433.2 79. : 51 (1961~2011) ( ) 1060 120 180 240 300 360 420 480 540 600 660 720 780 840 900 960 1020108014401961 15.8 37.459.863.682.886.195.698.299.9101.7 103.1 103.2 103.2 103.2 103.7 103.7 103.7 103.7 103.7 107.61962 8.417.025.533.039.648.154.762.665.968.569.870.470.771.471.772.072.372.974.186.11963 14.7 34.669.671.183.797.0110.7 116.1 118.5 126.2 133.3 144.6 157.7 163.3 165.4 168.1 169.6 170.1 170.1 175.31964 33.0 112.0 124.5 128.2 128.8 128.8 129.2 129.6 129.6 129.6 129.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.01965 19.7 44.084.395.4106.4 116.5 123.9 124.7 124.9 128.4 129.0 133.0 133.6 134.0 134.3 138.6 140.4 140.8 141.9 155.11966 29.0 73.3119.0 156.6 181.4 186.1 196.7 198.4 199.3 200.7 201.7 202.8 206.3 212.7 214.3 215.5 215.9 216.9 218.5 229.21967 19.0 47.086.586.586.587.289.393.595.997.197.999.299.2100.6 101.8 101.8 101.8 101.8 101.8 102.21968 16.0 59.092.195.198.8105.1 112.1 119.5 127.1 137.6 142.4 146.6 151.4 155.9 160.2 165.0 168.6 171.1 171.7 173.41969 20.0 44.988.4121.3 121.5 121.5 121.5 121.5 121.5 121.5 121.5 121.5 121.5 121.5 121.5 121.5 121.5 121.5 121.5 139.11970 23.0 44.281.395.395.398.4119.0 134.3 145.7 151.8 156.6 158.6 163.8 174.5 179.8 189.9 191.1 191.2 191.9 193.61971 17.6 71.4102.7 146.8 159.8 168.8 182.5 187.5 190.6 190.6 190.6 190.6 190.6 190.6 190.6 190.6 190.6 190.6 190.6 193.01972 13.0 56.889.2113.2 132.9 162.4 181.6 200.7 214.2 232.2 243.3 254.5 272.3 292.6 312.8 332.2 342.3 353.9 364.2 448.71973 9.522.033.337.239.943.346.149.652.354.756.157.157.858.759.459.960.760.961.363.01974 14.0 39.649.759.660.269.170.390.3100.8 106.3 110.8 116.4 117.1 117.1 117.1 117.1 117.1 117.4 120.0 120.91975 12.7 38.561.696.7100.8 108.7 117.2 124.2 129.0 130.0 130.1 130.9 131.0 131.3 131.3 131.3 131.3 131.7 131.9 132.21976 17.5 42.945.656.860.871.587.793.595.896.296.896.897.197.697.697.697.6108.5 112.8 137.01977 13.4 43.470.775.275.677.9110.8 116.8 118.8 118.9 121.3 129.1 134.2 139.4 145.0 148.7 152.3 157.3 165.0 200.21978 14.0 27.451.867.882.389.7114.3 130.8 144.7 157.6 161.4 168.1 176.0 181.8 185.7 193.5 203.2 206.5 213.8 232.11979 15.6 43.054.175.090.091.691.991.992.392.692.692.692.692.692.692.692.692.894.898.51980 10.2 28.945.851.859.864.872.578.385.393.598.6103.3 108.8 116.8 120.0 120.7 121.0 124.3 127.5 131.61981 6.826.538.653.559.373.787.492.898.2103.1 111.7 117.2 118.6 119.2 121.1 125.0 127.5 133.0 135.7 144.21982 18.5 47.560.079.487.294.6101.3 103.6 105.1 105.2 105.2 105.2 105.2 105.9 106.9 106.9 108.3 110.8 112.3 116.91983 22.0 67.3103.5 104.0 104.0 104.0 107.3 120.0 122.4 122.4 122.4 122.4 122.4 122.4 131.7 131.9 132.9 135.2 137.8 138.51984 22.0 59.596.8127.1 157.0 172.0 180.2 194.2 201.6 208.8 214.1 228.4 235.9 239.3 244.0 247.5 250.0 257.0 260.7 276.41985 23.5 61.466.368.168.368.376.886.098.1108.7 118.7 121.1 122.2 124.1 125.1 125.1 125.2 125.2 125.2 126.11986 20.0 46.260.281.293.7118.6 141.6 141.8 147.3 147.3 147.3 147.4 148.2 148.5 148.5 148.7 148.7 148.7 148.7 152.71987 22.2 69.5107.3 128.5 164.3 196.1 218.3 231.6 236.9 241.9 245.3 259.9 273.5 278.6 280.7 283.2 284.7 285.7 286.0 329.81988 12.0 24.329.340.054.863.974.275.675.776.179.087.089.698.899.9100.1 100.6 100.8 101.4 103.91989 13.6 45.359.669.277.977.984.495.896.498.5100.5 101.4 103.2 103.8 104.0 104.0 104.0 104.0 104.0 105.51990 19.5 59.684.2102.1 108.4 123.2 140.8 155.1 167.7 180.1 191.1 197.0 204.6 210.5 218.2 225.8 235.4 242.7 254.8 307.11991 18.5 41.581.198.6103.3 107.9 112.6 114.4 115.7 119.2 121.9 124.0 132.3 133.8 135.7 136.7 136.9 137.1 138.0 143.81992 20.0 54.785.6100.2 112.2 117.0 120.5 127.9 129.2 133.2 138.5 143.6 146.3 148.8 150.7 152.1 152.4 152.4 152.5 156.01993 28.5 60.277.986.786.786.786.786.786.787.389.691.291.691.891.891.891.891.891.894.41994 11.0 37.661.267.870.070.070.072.376.780.684.787.389.090.391.292.993.794.194.994.91995 18.5 54.081.2116.2 116.2 116.2 117.8 123.8 125.0 128.7 135.7 138.7 143.1 143.5 145.2 153.2 170.6 179.0 181.4 215.51996 22.7 37.164.175.976.982.584.0103.5 126.5 147.6 149.0 155.0 158.8 160.3 166.3 166.4 168.8 169.3 169.4 169.41997 16.5 37.653.970.377.591.3101.9 105.9 113.4 117.4 119.6 123.5 126.0 127.1 128.0 128.2 128.3 128.4 128.8 128.91998 22.2 66.2105.2 141.5 160.0 168.1 179.0 181.1 184.0 194.6 207.1 222.2 233.5 236.2 238.5 247.3 286.8 315.4 317.9 363.11999 25.8 59.869.288.9116.2 142.5 162.7 166.4 184.0 187.8 190.8 193.4 200.0 212.5 216.5 219.5 222.2 228.8 232.4 262.72000 14.6 44.467.571.871.976.893.8104.6 110.8 116.7 120.9 122.1 123.0 123.4 123.7 123.7 123.7 123.7 123.7 123.72001 21.0 99.5150.1 207.9 239.7 253.8 263.6 265.6 265.7 266.7 277.0 280.7 283.0 284.1 289.2 290.1 290.5 291.5 303.8 311.42002 15.5 60.592.7123.3 134.0 140.9 152.2 155.9 166.2 177.7 181.5 185.4 188.9 192.8 194.7 199.2 200.6 203.1 208.6 287.22003 20.5 67.0105.9 139.3 142.2 145.5 147.6 148.3 149.1 149.9 151.3 155.7 166.2 170.1 172.6 174.5 176.5 178.0 178.0 183.82004 18.5 43.546.354.762.977.878.182.599.599.9100.9 103.3 105.3 105.7 106.2 106.2 106.6 107.6 109.6 133.12005 16.5 53.580.681.085.492.695.497.2106.1 110.5 117.0 119.9 121.9 124.8 127.3 128.8 131.2 131.2 132.7 132.72006 15.5 49.583.298.6114.0 130.8 150.1 171.1 196.6 201.9 201.9 211.6 223.1 231.5 238.0 249.5 260.0 268.4 272.9 289.22007 16.0 27.531.634.643.550.457.864.868.770.274.676.176.577.079.081.081.581.581.584.92008 14.0 43.052.156.862.463.673.077.485.995.998.399.8102.2 107.7 108.7 111.7 118.7 124.7 137.2 158.72009 14.0 50.573.2102.2 109.4 133.8 145.1 153.3 161.2 175.6 183.5 186.9 187.3 187.7 189.7 190.1 190.6 190.6 190.6 190.92010 19.0 75.0145.4 204.9 229.6 243.7 250.0 252.0 253.2 255.4 256.7 258.5 259.4 260.2 260.2 260.6 260.7 260.7 260.7 261.12011 18.0 62.086.4108.1 142.4 149.3 173.2 173.2 180.4 219.0 240.0 241.4 242.2 257.4 280.5 303.0 328.4 349.4 391.2 435.1 80. 1.1.2