Sentence examples for direct test results from inspiring English sources
Out of 203 specimens examined, 17 primary BACTEC cultures had no growth, thus indirect drug susceptibility results were not available for comparison with the direct test results.
These results show that the models developed are reliable enough and, if there is no direct test result, these models can be used in engineering projects.
A suspected case is defined by a positive antibody titer >20 (IFAT); a case is confirmed by a positive direct test result (culture in agar being the most sensitive direct technique) or by a positive antibody titer >80 (6 ).
Furthermore, having those accurate direct-test results and imputed results has permitted researchers to make epidemiologic estimates of the increased odds of fatal crashes and other crash involvement at various BALs (Voas et al. 2012).
A comparison of the direct smear test results with the final culture outcomes to measure the performances of the direct smear techniques against the gold standards showed that of the 44 AFB-positive samples identified by the ZN microscopy; 36 (81.8%), 29 (65.9%) and 31 (70.5%) were culture confirmed after 10, 15 and 20 min decontamination, respectively.
Direct shear test results indicated that the EAF(L) steel slag exhibits comparable frictional properties to angular crushed sand.
The direct shear test results show that the soils have high bearing capacity (cohesion of 62 kPa and 27.2° of angle of internal friction) making them to be useful in slope stability and in shallow foundation design.
Theoretically for the determination of uplift capacity of the pile, the angle of internal friction of soil computed from the direct shear test results are used for the concrete-soil interface friction angle.
The direct shear test results show that the soils have high bearing capacity (cohesion of 62 Kpa and 27.2° angle of internal friction) making them to be useful in slope stability and shallow foundation design.
The angle of repose is often used for the calibration of the particle particle friction coefficient and was included in the calibration process for comparison with the direct shear test results.
Thus assuming that when a layer of drilling fluid is formed between concrete and soil, the change in the angle of internal friction is same as obtained from the direct shear test results the angle of internal friction obtained from the above experiments, the ф values were used for calculating the theoretical uplift capacities of model and prototype pile (scale of 1 15).
