Abstract:
Objectives: This study aims to (1) find out the association between patients' age, years of getting the disease, and their spiritual coping ability, and (2) investigate the differences in illness perception and spiritual coping ability between gender groups, level of education groups, monthly income groups, residence groups and satisfaction with health services groups.
Methodology
A descriptive correlational design is used in this study. The study sample includes a convenience sample of (158) patients with chronic kidney failure.
The study instrument consists of two parts; the first one focuses on participants’ sociodemographic characteristics, and the second part deals with participants’ spiritual coping by using Spiritual Coping Strategies Scale.
Results: The study results reveal that around a half of participants use spiritual coping at both greater and moderate extents. Furthermore, there is a statistically significant difference in spiritual coping among monthly income groups.
Recommendations: There is a need to reinforce and emphasize the importance the spiritual coping in alleviation patients' suffering resulted from CKD, and there is need to incorporate materials related to the role of spiritual coping in the management of chronic illnesses including CKD into the curricula across varied levels of education.
Spiritual Coping Strategies for Patients with Chronic Renal Failure
Spiritual Coping
Chronic Kidney Failure
Publication Date
Wed Nov 27 2019
Journal Name
Iraqi Journal Of Science
A Practical Geotechnical Analysis of in situ Stress Variations and Hydraulic Stability of Small Weirs Using SEEP/W and SIGMA/W Simulation
Factor of Safety
Failure zone
Effective stress
Load deformation analysis
in situ analysis
Steady state analysis
Geotechnical soil problems underneath foundation of hydraulic structures occurs due to engineering soil properties, geological setting and hydraulic properties of the projects. Two finite element programs of Geoslope 2012 software, SIGMA/W and SEEP/W, were used for analysis of in situ stresses, load deformation behavior, seepage quantity and vertical gradient below Teeb weir foundation, to compute factors of safety against seepage uplift. The site soil is a granular (gravel, sand and silt), weakly cemented soil cohered by gypsum and clay materials. The area has low lying topography, with slightly tectonic activities. The model results show that the upstream side stresses are reduced while the pore pressure are in
... Show More
(2)
