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The moisture content test was performed using a modified decay jar test with vermiculite instead of soil, as outlined in Robinson et al. (2009, 2012), to avoid eventual influence of soil substrates on pigment formation.
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The result of Atterberg limits and moisture content tests are shown in Table 2.
The results from this study show that significant variations occur in the geotechnical properties of IOF under cyclic loading at the varying moisture contents tested.
With the aim of using this type of soil in the construction of embankments for road or railway applications, the results obtained have been evaluated in terms of maximum dry density, optimum moisture content (compaction test) and bearing capacity (CBR).
Moisture content amounts tested did not significantly affect wood mass loss.
The major influence of the design values on the thermal conductivity and thermal resistance are illustrated in this study, using two different types of unfired clay bricks (LG and PG) at 2% moisture content prior to test.
For uniform and standard quantification of biomarkers in plant samples, it is necessary to remove the moisture content in the test sample.
The ability of the supercritical treatment to increase the stabilised moisture content of the test sample whilst also increasing the wood samples MOR, or bending strength, will be evaluated.
The moisture content of the test soils was maintained to within 10% of 60% of the maximum water-holding capacity (MWHC) by daily weighing of test beakers and the addition of deionized water where required.
The proposed formula for the determination is: (2) A d = (m 3 − m 1 ) (m 2 − m 1 ) · 100 · 100 100 − M ad m 1 = is the mass in grams of the empty dish m 2 = is the mass in grams of the empty dish plus sample m 3 = is the mass in grams of the empty dish plus ash M ad is the% moisture content of the test sample used for determination.
Two different sediment moisture contents were tested.
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