s.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

0
21													
-51.522000     -35.000000       .000      .000      .000      .781      .000    76.000      .000      .000    	-35.000000 
-50.480400     -33.466380     14.953      .000      .000      .781    19.500    76.000      .000      .000      -35.000000
-49.438800     -31.977910     44.024      .000      .000      .781    19.500    76.000      .000      .000      -34.979800
-48.397200     -30.579750     62.013      .000      .000      .781    19.500    76.000      .000      .000      -34.459000
-47.355600     -29.317070     77.801      .000      .000      .781    19.500    76.000      .000      .000      -33.938200
-46.314000     -28.235000     90.507      .000      .000      .781    19.500    76.000      .000      .000      -33.417400
-45.156750     -27.279620     99.652      .000     5.300      .424    19.500    76.000      .000      .000      -32.867690
-43.999500     -26.545480    104.842      .000     5.300      .424    19.500    76.000      .000      .000      -32.289060
-42.842250     -25.975090    106.278      .000     5.300      .424    19.500    76.000      .000      .000      -31.710440
-41.685000     -25.511000    105.081      .000     7.200      .364    19.500    76.000      .000      .000      -31.131810
-40.527600     -25.107280    102.258      .000     7.200      .364    19.500    76.000      .000      .000      -30.553150
-39.370200     -24.764560     98.251      .000     7.200      .364    19.500    76.000      .000      .000      -29.974450
-38.212800     -24.495000     92.936      .000     7.200      .364    19.500    76.000      .000      .000      -29.395750
-37.055400     -24.310760     86.076      .000     7.200      .364    19.500    76.000      .000      .000      -28.817050
-35.898000     -24.224000     77.434      .000     7.200      .364    19.500    76.000      .000      .000      -28.238350
-34.718400     -24.242530     66.706      .000     7.200      .364    19.500    76.000      .000      .000      -27.654100
-33.538800     -24.352180     53.955      .000     7.200      .364    19.500    76.000      .000      .000      -27.064300
-32.359200     -24.530160     39.650      .000     7.200      .364    19.500    76.000      .000      .000      -26.474500
-31.179600     -24.753690     24.234      .000     7.200      .364    19.500    76.000      .000      .000      -25.884700
-30.000000     -25.000000      8.152      .000     7.200      .364    19.500    76.000      .000      .000      -25.294900
0.000000E+00   0.000000E+00     .001      .000     7.200      .364      .000    76.000      .000      .000      -25.000000