BM7 กิตติธัช

ad Active Sand ofRe3 Clay 1 I Cantilever sheet Pile Passive ·๒ Active Shคะเอย่ +9Ka - 2CSTEP + + Passive the 'แอปเด) Ke +IKe +* Sand Vol Point ofEd She' Point ⑤vi #3 Shi ·C ① ⑧ 1.33 & & ① E : 1210/ 1033 39,963 อ & " f ล 12107 1 63018 อ & < 17.9 D 3 51,9D C 12101 + 17.3 D I 63.1+17.3D Point NetPressure 19- A) ↓0 - A 8 lA เริ39.963 DUsed = D = 1.4 Fre # F1 199.871 kN/v ⑩ 39.963 ( A) 8 - -63.18 = 9.50x 1,4 ⑤ ล 63.10 1A) & -34.6/MD) - 63.10 = 0 C 34.61- 63.10 ( 3) -> C x1 = 1,823 M 9 อ 39.96310 F2 57.516 KN /re '94.6D- 63.10 ↳Itissonandtotheare avec =7 + 12.30 m · =20.30 M Ghis = 11210 1 + 17.3D ( 3+2 = 363.3 + 31.9D =21M 91=34.Pra Ohid=117.3D)/11- 2129) = 17.3D- 38 EV =8 ⑥hisc- Oh'd (= 4213 + 34.6D -FI-F2+11 + X2) =0 ↑ - -139.871 - 37.316 + /34,61X2 =0 30378m 7M 1 A 12 = 3.37BM < D-X1 - h = 6,058m ↑ - เส 39.963 63.10 Xe 2 A D -Iamso gut - F2/ 1 Brestor /Tel : Mmax =>> Porneo - 04 -h - /34.6D- 63.10' 421.3 + 3406 D / ( 69.2D +338.21 MMOX = - 1193.743 KNom/M 9: KN/M) Yi1 m) 5. MMolx = 1093.743 = 6443.347x 10min 1 0.5x7x39,963 = - 134.878 1) + 2.33 2- 37.516 D- 110823/3) 3 17.3D2- 63.08BD+ 57,516 /D- 1,923)/ 9 4- 3406Dh- 179. Th /3 EFx 17.312- 630088D- 34.6Dh- 179.1h- 139.87 = 0 17.312 - 63,05DD - 0.5h169.2D +358.2) - 139.87 = 0 h =17.312 - 63,088D- 134.87 1.5169.2D + 353.2) MilkNom/m) 1 - 139.870D- 325,997 2 -37,576D + 34,950 ↳ 3.767 D3 - 31,54212+37.38BD- 34,950 4 /- 34.6 D- 179.1 IMG 3.767D3- 31,52412 - 139.87SD-325.897 + " 1-34.6D- 179.1) =8 D = 9030m, h = 10619mEd Ky Anchored sheet Pile ·t sand 1,99 ③ Active เทค่ะโอย' -คา KD-2C/Kx + X9 INY I I Point ov" KP ⑥hd ↓ ⑧ 1,33 ⑧ อ 12101 &034 39.963 % 12101 1 63.10 C 12101 + 17.3D 1 63. 1+17.3D Passive Point Ori Ke Shel ↓ ⑧ 3 ↳ ล ⑧ 2 ↳ เ ⑧ ⑨ ⑧ C 17.3D 3 5 1.9D Point Net Pressure 19 - A - p - ① ⑧ !Al 7r ⑤ DT -2.4M อ 39,962 Al -- เน 39913 4.6 m - 62. 10 อ 64. 10 /Al D -34.6 (141) - 63.10 = 0 C 34061- 622019) 2 -C x1 =1,823 m '34.61- 63.10 PiskN/m) %i/ m) Milknom/m) 1 0.5x7279,963 =- 139,870 17227/3 - 2.4 -317,039 2-37.516 4.6 + 1,825 -299.524 3 17.3D2- 63,08BD +37,516 4.6 + 1,825 + 21D- 1.823) 1159 11:47:30D-0298,026 D) + 299,543 - ↑ 3 · 0 Fr ⑤ DT =2.4M 4.6 m เอาค่าt - IFx 17,312 - 6300 DBD +T- 139.97 = 0 IMD 11DS9115 เล939.70 A3 . . . . T = 118,923 An/M -'3461- 63.10 #ElySEROG ,3 , -8,973 DUsed = 3,933x1,4 = 3,934 m Tused = 119,823 x 1.1 = 130.816 kN/M - p -cour ได้ E = 2.9 7 = 2.4 + X 1= 7 + Duse 7r ⑤ DT - 39,963 P2 -- เน 39913 4.6 m 39,969 97 =7 +30334 62. 10 - D -34.6 (141) - 63.10 = 0 91 = 19,702 K3D P2 = 95.911739,9635 =12,53421 = 13m 2 -C x1 =1,823 m 7 11 = 0 ( 73.674 / 92 = 13.702 +5.709X 12 = EXP1X204 = - 16,44KN/M By : - 16.44 ++ = 102.483AN/M => 14 = 102.48-121 + 39.969) 4.6 = -20.95KN/M & 13 -20.3-169.1 x 1,829) = 78.466 KN/M -. 16 - - 73,466 +173,694x 19,953-1,923) =0 1, Ot_ 20UM & Ishear =d da &- 13- 0.5/1 +22) x = 8 ds & Re : 4.055m 102.483 - 0.5/ 13.702 + 13,702 +5,709X) X % In P2=36,852KP102,483- 13,702x -2.9345x = 13 12 = 4.099 1 เ Max = tel-x36832x (204+Xe) =118.92314,0551 - / 36,852x 12.4 +4.053) /2.4 + 4033 92 = 36.832 K9$ =226.314 KNom / 2 S = MMAX = 6 1707103 226,314 = 1,941.259 x10min / phs จาก ตาราง