In general,
granular soils are better to build with than clay soils. Sand and gravel will compact better, drain
better and often will require less reinforcement. Sands and gravels also have better design
properties and this can greatly impact the pressure a retaining wall will deal
with. Soils are typically defined by an
internal strength characteristic known as a friction angle. This angle is roughly equivalent to the
natural angle a pile of this soil would make if it were an oven dry pile of
individual particles. Dry clay (with
particles not clumped together) will form a much flatter pile naturally than
gravel would. This means clay would also
apply more pressure to your retaining wall.
Clay Soil |
Sandy Soil |
If the
on-site soils are of a very low quality, you should remove them and replace
them with better soils. Using stronger
soils will reduce reinforcement requirements, allow faster compaction, and have
better long-term performance. Heavy
clays and organic soils are both unsuitable for use in the geogrid reinforced
zone and should be removed and replaced.
If you are unsure about what soils you are working with and you have
concerns that they are unsuitable you can always check with a qualified
geotechnical engineer to obtain an accurate soil classification.
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