MDD

(redirected from Maximum Dry Density)
AcronymDefinition
MDDMajor Depressive Disorder
MDDMaximum Daily Dose
MDDManic-Depressive Disorder (now called Bipolar Disorder)
MDDModel-Driven Development (software engineering)
MDDMedical Device Directive
MDDMap and Driving Directions
MDDMaximum Dry Density (construction)
MDDMaryland-Delaware-DC (Washington, DC)
MDDMarque de Distributeur (French: private brand)
MDDMate Demate Device (places Space Shuttle on/off 747 carrier aircraft)
MDDMal de Debarquement Syndrome (French: Sore Disembarkation Syndrome; vertigo)
MDDMedical Devices and Diagnostics
MDDMillion Dollar Dream (record label)
MDDModel Driven Development
MDDMine Detection Dog
MDDMateriel Development Decision
MDDMineral Deposits Division (Geological Association of Canada)
MDDMirrored Drive Door (Apple Power Mac)
MDDMetal Detection Device
MDDMovement for Democracy and Development (Central African Republic)
MDDMajor Design Decision
MDDMySQL Database Diagram (computing)
MDDMeteorological Data Distribution
MDDMaintenance Due Date
MDDMarca del Distribuidor (Spanish: Brand Distributor)
MDDManagement Division Director
MDDMovement for Direct Democracy (Prague, Czech Republic)
MDDModel Device Driver
MDDMerchant Defined Data
MDDMulti-Dimensional Databases (computing)
MDDMultiple-valued Decision Diagram (generalized version of Binary Decision Diagram)
MDDMarketing and Distribution Devision (Premier Farnell; UK)
MDDMatson, Driscoll & Damico, LLP
MDDMelting Degree Days
MDDMission Description Document
MDDMechanical Dough Development
MDDMultiple Differential Detection
MDDMinimum Distance Decoding
MDDMulti Domain Diffusion
MDDMaine Driving Dynamics
MDDMaintenance Data Documentation
MDDMacDonald-Detweiler
MDDMaterial Delivery Date
MDDMode Description Document
MDDMaterial Data Document
References in periodicals archive ?
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.
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.
Shape and Compact to 102% maximum dry density to line and level.
The unconfined compression test (UCT) was carried out based on the compacted sample with moisture content at 95% maximum dry density.
The compaction behavior of recycled aggregates mixed with 5% to 25% sand, cement and brick was evaluated by Melbouci (2009), who made the following observations: (1) addition of 10% by mass of cement to RCA, leads to the maximum dry density and a low optimum moisture content; (2) Addition to RCA of crushed brick particles having sizes lower than 0.
The main parameters considered are the maximum soaked stability and the maximum dry density, meanwhile other parameters should meet the specification at the proposed ORAC.
The mix design includes the determination of maximum dry density and optimum moisture content.
9% of water (OMC) is added and the soil is compacted in compaction test mould in 3layers with 25blows per layer, so as to get the maximum dry density.
Laboratory tests were carried out to determine the various properties like particle size distributions, maximum dry density, optimum moisture content, bearing capacity and swelling ratio.
Included in this alternate should be the cost to backfill the foundation excavations using spoils (screened to remove deleterious debris) placed in 8 inch loose lifts and compacted to 95% of the maximum dry density (as determined using ASTM D-1557).
It can be observed from the test results (Table 2) that maximum dry density varies from 14.
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