Sentence examples for standard compaction from inspiring English sources
The Standard Compaction and California Bearing Ratio (CBR) were applied in soil samples to estimate the optimum mixture design.
The suite of engineering tests included, particle size distribution, Atterberg limits, particle density, standard compaction tests, static triaxial tests, oedometer consolidation, pH and organic content tests.
Thus, cylindrical specimens with the diameter of 38 mm and the length of 76 mm were built from the cuttings using standard compaction test.
The mechanical, chemical and physical properties of ETP22, WTP10 and BCFA were investigated using X-Ray Fluorescence (XRF), X-Ray Diffraction (XRD), Standard Compaction and California Bearing Ratio (CBR) to assess their suitability for use in engineering applications.
Standard compaction, maximum and minimum density, electrical resistivity, and pH tests were conducted on ash mixtures with different mixture ratios: 50%, 75%, and 100% fly ash content by weight.
The main parameters of Marshall Design Method are compaction work (number of compactions) and compaction temperature, i.e. this method can work out the air voids content meeting the performance requirements under uniform standard compaction work and given range of compaction temperature in practice.
The suitability of stabilized soil was examined on the basis of standard Proctor compaction, CBR, unconfined compression, direct shear, and falling head permeability tests.
Compaction characteristics of untreated soil, BC clay and OPC clay mixtures were evaluated at standard Proctor compaction energy.
In the laboratory, representative specimens were prepared and subjected to a variety of tests, including Atterberg limits, standard Proctor compaction, unconfined compressive strength, unconsolidated undrained triaxial compression, wetting-induced collapse, and pinhole dispersivity.
Samples were prepared at optimum moisture content and maximum dry densities obtained from standard Proctor compaction tests.
Specimens were prepared at three water contents corresponding to dry densities at dry of optimum, optimum and wet of optimum on the standard Proctor compaction curve.
