1
عمران::
ناحیه مهار شده
The skin friction in the uplift and anchorage zones is treated simply as Coulomb skin friction.
In the anchorage zone below the design active depth one of two pos- sible conditions could exist.
However, the critical condition would be at the time when the design active zone has been wetted but the soil in the anchorage zone has not.
The uplift force must be resisted by the applied dead load and skin friction in the anchorage zone beneath the design active zone.
The depth of the required anchorage zone is computed by equating the anchorage force to the uplift force less the dead load.
واژگان شبکه مترجمین ایران