s3.dat

用于土石坡或土坝在不同工况（工程竣工期、正常蓄水期、水位降落期以及地震期等）下的应力及可靠性分析

  	  3	   1
	  -34.905   -42.364  -24.188
	   20
      -51.522000      -50.480400      -49.438800      -48.397200
      -47.355600      -46.314000      -45.156750      -43.999500
      -42.842250      -41.685000      -40.527600      -39.370200
      -38.212800      -37.055400      -35.898000      -34.718400
      -33.538800      -32.359200      -31.179600      -30.000000
      -35.000000      -33.466380      -31.977910      -30.579750
      -29.317070      -28.235000      -27.279620      -26.545480
      -25.975090      -25.511000      -25.107280      -24.764560
      -24.495000      -24.310760      -24.224000      -24.242530
      -24.352180      -24.530160      -24.753690      -25.000000
       .000      .000      .000      .781      .000    76.000      .000      .000      .000
     14.953      .000      .000      .781    19.500    76.000      .000      .000      .000
     44.024      .000      .000      .781    19.500    76.000      .000      .000      .000
     62.013      .000      .000      .781    19.500    76.000      .000      .000      .000
     77.801      .000      .000      .781    19.500    76.000      .000      .000      .000
     90.507      .000      .000      .781    19.500    76.000      .000      .000      .000
     99.652      .000     5.300      .424    19.500    76.000      .000      .000      .000
    104.842      .000     5.300      .424    19.500    76.000      .000      .000      .000
    106.278      .000     5.300      .424    19.500    76.000      .000      .000      .000
    105.081      .000     7.200      .364    19.500    76.000      .000      .000      .000
    102.258      .000     7.200      .364    19.500    76.000      .000      .000      .000
     98.251      .000     7.200      .364    19.500    76.000      .000      .000      .000
     92.936      .000     7.200      .364    19.500    76.000      .000      .000      .000
     86.076      .000     7.200      .364    19.500    76.000      .000      .000      .000
     77.434      .000     7.200      .364    19.500    76.000      .000      .000      .000
     66.706      .000     7.200      .364    19.500    76.000      .000      .000      .000
     53.955      .000     7.200      .364    19.500    76.000      .000      .000      .000
     39.650      .000     7.200      .364    19.500    76.000      .000      .000      .000
     24.234      .000     7.200      .364    19.500    76.000      .000      .000      .000
      8.152      .000     7.200      .364    19.500    76.000      .000      .000      .000
       .001      .000     7.200      .364      .000    76.000      .000      .000      .000
15.