【正文】 Tb = [m] VOLUME OF DAM 806 m3 STRESES OF DAM ( WETHOUT UPLIFT ) CONDITION 1 : Y1= [m] Y2= [m] Y= 86 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 719 488 514 1130 77 30 678 466 451 1035 108 20 583 439 315 834 188 10 489 437 186 651 275 0 394 452 65 494 352 358 460 21 464 354 Y= 96 [m] P= [kN] W= 11703. [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 574 367 459 941 0 20 502 339 338 768 73 10 389 326 173 533 182 0 277 338 39 357 258 256 342 18 346 253 20 Y= 106 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 444 284 355 728 0 10 321 256 187 478 99 0 175 248 0 248 175 90 Y= 116 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 322 206 258 528 。 SLIDING ON BASE Yu= [m] Nu= .2 Yd= [m] Nd= .8 To= 4 [m] WETHOUT UPLIFT INCLUDING UPLIFT CONDITION Syu [kPa] Syd [kPa] Syu [kPa] Syd [kPa] k Kc 1 348 726 86 683 2 320 756 53 713 .99 Tb = [m] VOLUME OF DAM 799 m3 STRESES OF DAM ( WETHOUT UPLIFT ) CONDITION 1 : Y1= [m] Y2= [m] Y= 86 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 726 493 519 1142 77 30 682 469 454 1042 109 20 581 440 315 834 188 10 481 438 184 645 274 0 381 452 61 487 345 348 459 23 464 343 12 Y= 96 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 579 371 463 949 0 20 502 342 339 771 73 10 384 327 172 530 181 0 266 339 34 352 252 251 342 19 346 247 Y= 106 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 441 282 353 724 0 10 321 256 186 477 100 0 179 248 0 248 179 90