【正文】 5296 [kPa](W/B+6M/B2)=0 97 0 66 0 [kPa]**** STRESES amp。 STABILITY ANALYSIS OF GRAVITY DAM ********** BY WCT ************ STRESES amp。 SLIDING ON BASE Yu= [m] Nu= .2 Yd= [m] Nd= .8 To= 4 [m] WETHOUT UPLIFT INCLUDING UPLIFTCONDITION 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 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 Y= 116 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 318 203 254 521 0 0 125 149 0 149 125 90 Y= 89 [m] P= [kN] W= [kN] M=36133. [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 6 407 400 129 533 275 CONDITION 2 : Y1= [m] Y2= 94 [m] Y= 86 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 765 518 550 1205 78 30 712 487 476 1089 110 20 591 450 324 853 189 10 471 446 188 647 269 0 350 460 68 493 318 311 466 32 473 304 Y= 96 [m] P= [kN] W= [kN] M= [kNm]Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 624 399 499 1023 0 20 526 355 357 808 74 10 376 334 176 532 178 0 226 346 43 360 212 207 349 30 355 201