حافظ ہدایت حسین ؍ علامہ راشد الخیری ؍ مولانا شیر علی
میری علالت کے زمانہ میں ملک و ملت کی کئی نامور ہستیوں نے اس دنیائے فانی کو الوداع کہا حافظ ہدایت حسین صاحب مرحوم اس صوبہ کے مسلمانوں کی بڑی دولت تھے، اس دولت کا چھن جانا ہماری سب سے بڑی محرومی ہے، دلی کے پایہ تخت کی بھی ایک یادگار مٹ گئی، یہ مولانا راشد الخیری کی ذات تھی، جس نے اپنی ساری عمر مسلمان عورتوں کی علمی و ادبی و تعلیمی خدمت گزاری میں بسر کردی، دکن کے خزانہ کا بھی ایک قیمتی ہیرا گم ہوگیا، یعنی مولانا شیر علی صاحب سابق مدرس اعلیٰ دارالعلوم ندوہ و سابق استاد کلام جامعہ عثمانیہ نے وفات پائی، مرنے والے مرگئے، مگر ان کے کارنامے دنیا میں یادگار رہ گئے۔
از صدائے سخن عشق ندیدم خوشت
?یادگارے کہ دریں گنبد دوار بماند
)(سید سلیمان ندوی، اپریل ۱۹۳۶ء)
This study aims to determine the effect of body mass index (BMI), sleep patterns, working years, physical workload, mental workload, and work time on work fatigue on nurses at Hasanuddin University Hospital Makassar. This research is a quantitative study with a cross-sectional design with a sample size of 56 people. Sampling using a simple random sampling method. Data collection was carried out by means of a questionnaire. Bodyweight is measured by weight scales, body temperature is measured by microtoice, and physical workload is measured by a pulse oximeter, which is by looking at the pulse of the nurse before and after work. Data analysis in this study used the SPSS program. The results of this study indicate that there is an influence between Body Mass Index (BMI) on work fatigue (p = 0.001), there is an effect of sleep patterns on work fatigue (p = 0.019), there is an effect of tenure on work fatigue (p = 0.017), the relationship between physical workload and work fatigue (p = 0.000), there is an effect of mental workload on work fatigue (p = 0.000) and there is an effect of length of work on work fatigue (p = 0.017). The physical workload is the variable with the greatest influence on work fatigue on nurses at Hasanuddin University Hospital Makassar with Exp. (B) = 14,526. The results of this study concluded that there was a significant influence between the Body Mass Index (BMI), sleep patterns, years of work, physical workload, mental workload, and length of work for nurses at Hasanuddin University Hospital Makassar.
Geotechnical characterization of soils for its use in any project is conducted through a programme that comprises in-situ and laboratory tests. The main in-situ tests include pressuremeters (PMT), Dilatometer (DMT), Standard Penetration Test (SPT), Cone Penetrometer (CPT). Among these, prebored pressuremeter tests are performed in pre- drilled boreholes. The drilling methods such as hand augering and rotary drilling rig are recommended by the ASTM D-4719 for the prebored pressuremeter testing. The vertical and constant diameter boreholes are the basic requirement for the prebored pressuremeter testing to obtain quality tests curves. The verticality and constant diameter for the boreholes are difficult to be achieved by these two methods as the hand auger has no control on the vertical movement and rotary rig induces vibrations to the walls of the borehole during rotation of the bit. A cost effective mechanical drilling system (MDS) has been developed locally for the drilling of vertical and constant diameter shallow boreholes to about 10 m depth. The prebored pressuremeter test curves obtained in boreholes drilled by the MDS, hand auger and rotary rig were compared and found that the quality of the test curves obtained in boreholes drilled by the MDS was better than the hand auger and rotary rig. The site selected for the detailed study comprised alluvial soils (CL-ML and ML). In addition to prebored PMT testing, field testing comprised, SPT, CPT and laboratory testing included Triaxial testing, Resonant Column along with classification tests. The sophisticated laboratory testing like resonant column tests, isotropically consolidated undrained (CIU) and isotropically consolidated drained (CID) triaxial tests with unload- reload loops were conducted for the determination of shear modulus of soils. The unload, reload and unload-reload shear moduli from triaxial unload-reload tests were compared with those determined from pressuremeter tests. The correlations of geotechnical parameters obtained from laboratory testing and in-situ testing have been established. The precise determination of the in-situ horizontal stress is difficult by the traditional prebored PMT testing technique. A new technique has been developed for the estimation of in-situ horizontal stress keeping in mind the least disturbance/relaxing of the in-situ stresses.