s2.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

  	  2	  1
	  -34.905   -42.364  -24.188  	  
	  20
   	  -51.522410      -50.365070      -49.207740      -48.050400
      -46.893060      -45.735720      -44.578380      -43.421050
      -42.263710      -41.106370      -39.949030      -38.791690
      -37.634350      -36.477020      -35.319680      -34.162340
      -33.005000      -31.847670      -30.690330      -29.532990
      -35.000000      -32.806120      -31.148000      -29.811490
      -28.701890      -27.767340      -26.975930      -26.306480
      -25.744240      -25.278630      -24.901910      -24.608420
      -24.394090      -24.256110      -24.192730      -24.203180
      -24.287580      -24.446980      -24.683400      -25.000000
       .000      .000      .000      .781      .000    76.000      .000      .000      .000
     21.390      .000      .000      .781    19.500    76.000      .000      .000      .000
     56.865      .000      .000      .781    19.500    76.000      .000      .000      .000
     74.778      .000      .000      .781    19.500    76.000      .000      .000      .000
     87.344      .000      .000      .781    19.500    76.000      .000      .000      .000
     95.990      .000     5.300      .424    19.500    76.000      .000      .000      .000
    101.534      .000     5.300      .424    19.500    76.000      .000      .000      .000
    104.494      .000     5.300      .424    19.500    76.000      .000      .000      .000
    105.219      .000     7.200      .364    19.500    76.000      .000      .000      .000
    103.956      .000     7.200      .364    19.500    76.000      .000      .000      .000
    100.885      .000     7.200      .364    19.500    76.000      .000      .000      .000
     96.135      .000     7.200      .364    19.500    76.000      .000      .000      .000
     89.802      .000     7.200      .364    19.500    76.000      .000      .000      .000
     81.953      .000     7.200      .364    19.500    76.000      .000      .000      .000
     72.633      .000     7.200      .364    19.500    76.000      .000      .000      .000
     61.865      .000     7.200      .364    19.500    76.000      .000      .000      .000
     49.656      .000     7.200      .364    19.500    76.000      .000      .000      .000
     35.995      .000     7.200      .364    19.500    76.000      .000      .000      .000
     20.852      .000     7.200      .364    19.500    76.000      .000      .000      .000
      4.175      .000     7.200      .364    19.500    76.000      .000      .000      .000
       .001      .000     7.200      .364      .000    76.000      .000      .000      .000