Background: It has been accepted that in patients with CSOM, conductive deafness results from mechanical break-down of sound conduction ,whilist the cochlea remains unaffected.
Objectives: Our study aims to prove a sensorineural component in hearing loss in patients suffering from CSOM , which necissates early detection as it increases in severity with time.
Methods: A prospective study was done on 64 patients, all were diagnosed as having unilateral CSOM, their ages ranged from 18-40 years to exclude presbyacusis as a cause of sensorineural deafness.
These patients were divided into 4 groups according to the duration of discharge and further divided into 3 groups according to the pathology (simple perforation, granulation tissue or cholesteatoma).
Results: 62 patients showed some degree of sensorineural deafness in the affected ear accounting for 96.8% of the total number of patients,
While only 2 patients escaped the phenomenon. Worsening of bone conduction thresholds was noticed with increased duration of the disease.
The highest loss was in patients with severe pathology (cholesteatoma) and least in those with simple perforation.
Conclusion: This study indicates that the degree of sensorineural hearing loss in patients with CSOM relates with the duration and complications of the disease which is contrary to the traditionally accepted belief of the physicians that cochlea remains unaffected in CSOM.
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The skirt foundation is one of the powerful types of foundations to resist the lateral loads produced from natural forces, such as earthquakes and wind action, or from the type of structures, such as oil platforms and offshore wind turbines.
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This paper presents the results of experimental investigations to predict the bearing capacity of square footing on geogrid-reinforced loose sand by performing model tests. The effects of several parameters were studied in order to study the general behavior of improving the soil by using the geogrid. These parameters include the eccentricity value, depth of first layer of reinforcement, and vertical spacing of reinforcement layers. The results of the experimental work indicated that there was an optimum reinforcement embedment depth at which the bearing capacity was the highest when single-layer reinforcement was used. The increase of (z/B) (vertical spacing of reinforcement layer/width of footing) above 1.5 has no effect on the re
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The current investigation included all of exotic species in Iraq, which are not collected during this study.
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