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Table 3

1 January 2000

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Table 3: Summary of results from measurement and FEM analysis* During first filling back analysis, Ef = 2EC. Where Ec = construction elasticity modulus and Ef = filling elasticity modulus

Material	Elasticity modulus E, MPa		Poisson ratio	Max settlement, end of construction (cm)		Concrete face max
						Settlement due to filling (cm)		stress compression MPa
	Measured	Back analysis		Measured	Back analysis	Measured	Back analysis*	Back analysis
3B	80-100	120	0.21
T	122-160	150	0.22	80	78	23	22	6.6
3C	67-72	90	0.23

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