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MDDMovement for Democracy and Development (Central African Republic)
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MDDMatson, Driscoll & Damico, LLP
MDDMelting Degree Days
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References in periodicals archive ?
The addition of soil stabilizing agents may also change the optimum moisture content (OMC) and maximum dry density (MDD) of the soil.
Summary of the Characteristics of Laterite Sample Soil property Percentage composition /classification Particle gradation Gravel 15 Sand 44 Silt and clay 41 Consistency Liquid limit, LL 57.66 Plastic limit, PL 37.41 Plasticity index, PI 20.25 Natural moisture content 7.96 Classification of laterite USCS MH (sandy elastic silt with gravel) AASHTO between A-5 and A-6 (silty-clayey soil) Compaction (Moisture-Density) Maximum dry density, kg/[m.sup.3] (UNS) 1970 Optimum moisture content, % 27.5 Maximum dry density, kg/[m.sup.3] (SS) 1930 Optimum moisture content, % 26 Mineralogical test Kaolinite (A[l.sub.2]Si[O.sub.5](OH[4.sub.)]) 53.26 Quartz (Si[O.sub.2]) 46.74 Table 2.
The liner thickness is 10 cm compacted to the maximum dry density and optimum moisture content.
The curves of the optimum moisture content and maximum dry density can be acquired by performing the compaction tests.
The proctor test was conducted to obtain the optimum moisture content and the maximum dry density of sand.
However, evaluation on the maximum dry density of the failed slope sample has revealed that it is a suitable slope material thus the slope has not failed due to low maximum dry density.
Standard Proctor compaction tests were carried out to determine the optimum moisture content and maximum dry density of all fly ash-soil mixtures according to ASTM D698-12e2 [22].
The Standard Proctor compaction test method (ASTM D698-07) was performed to see the effect of moisture content on the given density and to find the maximum dry density of the matrix soil.
The specimens were prepared at 95% of maximum dry density of the modified compaction test, and compacted in five layers using 4.5 kg hammer dropped from a height of 45 cm.
Afterwards, the maximum dry density and optimum moisture content of the S/S treated contaminated marine mud and sediment were determined according to the standard Proctor compaction test (BS 1377-4: 1990) as shown in Figures 2a and 2b, respectively, and summarized in Table 3.
Maximum dry density and optimum moisture content for each coal ash mixtures with different proportion of fly ash and bottom ash is summarized in Table 3.
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