https://www.sesoc.org.nz/forum/technical-issues/tc2-founation-design-for-auckland SESOC Discussion Board en-US Wed, 09 Sep 2026 13:17:38 +0000 wpForo 60 https://www.sesoc.org.nz/forum/technical-issues/tc2-founation-design-for-auckland#post-195 Mon, 09 Dec 2024 08:42:23 +0000 TC2 foundations will always require specific design to assess the 2m edge loss of bearing and internal 4m loss of bearing cases, regardless of what the bearing capacity of the site is.

]]> Technical Issues Josiah https://www.sesoc.org.nz/forum/technical-issues/tc2-founation-design-for-auckland#post-195 https://www.sesoc.org.nz/forum/technical-issues/tc2-founation-design-for-auckland#post-191 Wed, 06 Nov 2024 00:48:12 +0000 Can we apply the design specifications from options 1, 2, and 4 in the Canterbury Earthquake Guide without requiring specific engineering design calculations if the soil's ultimate bearing capacity is more than 300Kpa ? 

]]> Technical Issues Vinoth Rakubala https://www.sesoc.org.nz/forum/technical-issues/tc2-founation-design-for-auckland#post-191