Research Article

Zoning Modulus Inversion Method for Concrete Dams Based on Chaos Genetic Optimization Algorithm

Table 3

Calculated values and measured values of radial displacements from vertical measuring points (unit: mm).

Water pressure componentWater pressure component calculated by finite elementMeasured water pressure component

Water level (m)1165.8511811225123312401165.851181122512331240
Measuring points
 Number 1 vertical dam crest 20.0930.4260.5870.8179.6921.6131.1761.6071.3480.25
 Number 1 vertical dam center 15.4521.9634.9738.6541.2115.9322.2035.5239.1041.92
 Number 2 vertical dam crest42.9156.74103.05121.23141.7843.1057.14104.34122.10143.69
 Number 2 vertical dam center37.2552.1776.7384.9592.6137.9952.6677.1185.6193.09
 Number 3 vertical dam crest18.3125.5454.6863.7972.8118.7426.0855.0364.1173.13
 Number 3 vertical dam center14.1119.0531.9635.0338.1414.4819.9332.4135.9438.91