【正文】 SLIDING ON BASE Yu= 84 [m] Nu= 0 Yd= [m] Nd= .8 To= 5 [m] WETHOUT UPLIFT INCLUDING UPLIFT CONDITION Syu [kPa] Syd [kPa] Syu [kPa] Syd [kPa] k Kc 1 682 506 433 484 2 496 705 203 644 1 Tb = [m] VOLUME OF DAM 986 m3 STRESES OF DAM ( WETHOUT UPLIFT ) CONDITION 1 : Y1= [m] Y2= 90 [m] Y= 84 [m] P= [kN] W= 23357. [kN] M= [kNm] 19 Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 506 345 358 793 59 30 548 453 351 854 147 20 592 566 289 869 290 10 637 652 172 817 472 0 682 686 0 686 682 90 Y= 94 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 339 217 271 556 0 。31230 ************* 方案 三（最優(yōu)） ： 數(shù)據(jù)： READ YT,YF,T0,YU,NU,YD,ND DATA ,84,5,84,0, READ Y8,Y9,VZ,FD 18 DATA ,90,30,3 READ Y3,Y4,VF DATA ,94,15 READ RD,YN,RN,NF,UT,UH DATA 24,92,7,20,7, READ F,FF,FC,RC,YC DATA ,1,500,14300, READ YG,XG DATA ,7 LET YY=10 LET XX=10 LET RD=RD/10 LET KP= NEW SPECIFICATION CONDITION 1 CONDITION 2 CRITICAL STATE LEFT RIGHT LEFT RIGHT Yv*(CP)=1/rd*(f*W/rf+C*A/rc) 15120 16633 15142 15743 [kN] Yv*(W/B6M/B2)(1+m2)=1/rd*(fc/rm) 1220 5296 1368 5296 [kPa] (W/B+6M/B2)=0 433 0 203 0 [kPa] **** STRESES amp。 STABILITY ANALYSIS OF GRAVITY DAM ********** BY WCT ************ STRESES amp。 SLIDING ON BASE Yu= 84 [m] Nu= 0 Yd= [m] Nd= .8 To= 5 [m] WETHOUT UPLIFT INCLUDING UPLIFT CONDITION Syu [kPa] Syd [kPa] Syu [kPa] Syd [kPa] k Kc 1 648 523 398 501 2 455 729 160 669 .96 Tb = [m] VOLUME OF DAM 952 m3 STRESES OF DAM ( WETHOUT UPLIFT ) CONDITION 1 : Y1= [m] Y2= 90 [m] Y= 84 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 523 356 371 820 59 30 551 454 361 867 138 20 583 566 298 872 277 10 616 652 177 812 456 0 648 686 0 686 648 90 13 Y= 94 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 352 225 282 577 0 20 432 293 228 600 124 10 508 316 134 577 247 0 584 319 0 584 319 0 Y= 104 [m] P= [kN] W= [kN] M= [kNm] Xa [m] Sy [kPa] Sx [kPa] Ss [kPa] S1 [kPa] S2 [kPa] Fs1 211 135 169 346 0 10 373 213 119 437 150 0 503 221 0 503 221 0