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Structural collapse and strength of some Australian soils in relation to hard setting: I. Structural collapse on wetting and draining
Author(s) -
GUSLI S.,
CASS A.,
MACLEOD D.A.,
BLACKWELL P.S.
Publication year - 1994
Publication title -
european journal of soil science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.244
H-Index - 111
eISSN - 1365-2389
pISSN - 1351-0754
DOI - 10.1111/j.1365-2389.1994.tb00481.x
Subject(s) - wetting , suction , geotechnical engineering , soil water , volume (thermodynamics) , geology , aggregate (composite) , materials science , composite material , soil science , physics , quantum mechanics , meteorology
Summary The surface structure of many Australian red and red‐brown earths frequently collapses (slakes) when dry, disturbed aggregates are wetted by rain or irrigation. The resulting fine matrix sets, on drying, to a strong, cohesive layer of up to 200 mm thick (hard setting). We investigated the mechanism of collapse and the extent to which the structure of aggregate beds Iron hard setting and non‐hard setting soils collapsed when wetted by quick flooding or slowly with water at a suction of 200 mm, then drained in sequential steps of increasing suction and finally dried at 40°C. After flood wetting, but before draining, no collapse was observed due to the small effective stress prevalent in the flooded beds. After suction wetting, some collapse was measured owing to the effective stress (approximately 1.4 kPa) from the applied suction. On draining, flood‐wetted beds collapsed extensively (volume strain >0.20), largely due to the disappearance of large pores (>75 μm diameter). Suction‐wetted beds collapsed less (volume strain <0.16) and retained more large pores. Hard setting soils collapsed more following both flood and suction wetting (volume strain >0.20 and 0.10, respectively), while non‐hard setting soils did not collapse as extensively (volume strain <0.16 and 0.09, respectively). Results indicate that the mechanism causing collapse was independent of wetting method and involved two steps: (i) slaking of aggregates on wetting, and (ii) collapse of the aggregate bed on draining as a result of development of effective stress within the beds.