New Zealand · Acceptable Solution
B1/AS1: Structural provisions for buildings
Acceptable Solution B1/AS1 for structural provisions within its stated scope under clause B1 of the New Zealand Building Code.
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- Second edition · effective 28 July 2025
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B1 STRUCTURE ACCEPTABLE SOLUTION B1/AS1
Buildings and structures
COMMENT:
1. Design constraints
a. The characteristic surface movements and the corresponding expansivity
classifications have been calculated based on design for ultimate limit state (ULS)
conditions for a 1 in 1000 year “extreme” drought event, and the serviceability limit state
(SLS) conditions for a 1 in 500 year drought event.
b. Maximum soil movements are calculated to be based on a 500 year return period for
SLS, and a 1000 year return period for ULS*.
(*NB: This differed from the recommendations contained within BRANZ Study Report 120A
(BSR120A) which used a 300 year return period for the design level drought conditions)
c. Climate parameters adopted from BSR120A of Δu = 1.2 pF, Hs = 1.5 m, and a crack
depth of 0.5 Hs
d. The I (shrink swell index) ranges attributed to the expansivity classifications as defined
ss
in Paragraph 2.3.8.2 b) have been calculated using the parameters presented in BSR120A
and Equation 2.3.1 of AS 2870.
e. Sites subject to parameters that differ from those mentioned above, in particular sites
where the crack depth is less than 0.75 m, such as cut natural ground or clay backfill,
require specific engineering assessment to confirm their appropriate site classification.
f. The effects of nearby trees (whether existing, recently removed, or future planting) are
not considered in these solutions. It is recommended that specific geotechnical
engineering advice is obtained where a tree is within a lateral distance of 1.5 times its
mature height of the foundations.
2. Maintenance of foundations in expansive soils
Normal maintenance is that work generally recognised as necessary to achieve the
expected performance over time of the foundation located on expansive soils. Unless
otherwise specified by the designer and noted on the drawings, basic normal maintenance
tasks should ensure that:
a. the drainage and wetting of the site is controlled so that extremes of wetting and drying
of the soils are prevented; and
b. the position and operation of gardens adjacent to the dwelling are controlled, and the
planting of trees near to foundations is suitably restricted; and
c. any leaks which develop in plumbing, storm water or sanitary sewage systems are
repaired promptly.
MINISTRY OF BUSINESS, INNOVATION AND EMPLOYMENT 28 JULY 2025 Page 12
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