ynnuseel0106
Structural
- May 14, 2015
- 10
Does anyone know why there are two design ground water levels for the design of ELS system? The highest groundwater level is for ULS checking, i.e. overturning, strutural member design, and the lowest groundwater level is for SLS checking, i.e. dewatering settlement. Why a lower ground water level is more critical to induced settlement??