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Frequency of Neck Pain Disability Among Bankers

Thesis Info

Author

Sobia Shah

Supervisor

Saira Waqqar

Program

PP-DPT

Institute

Riphah International University

Institute Type

Private

City

Islamabad

Country

Pakistan

Thesis Completing Year

2018

Thesis Completion Status

Completed

Page

xvi, 46 . ;30 cm. : ill (Col.) + CD

Subject

Medicine & Health

Language

English

Other

Submitted in partialfulfillment of the requirements for the degree ofPost Professional Doctor of physical therapyto the Faculty of Rehabilitation and Allied Health Sciences (FRAHS); Includes bibliographical references; Thesis (PP-DPT)--Riphah International University, 2018; English; Call No: 615.82 SOB

Added

2021-02-17 19:49:13

Modified

2023-01-06 19:20:37

ARI ID

1676711965851

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پروفیسر سید عبدالرحیم

پروفیسر سید عبدالرحیم
پروفیسر سید عبدالرحیم کچھ دنوں سے کینسر کے موذی مرض میں مبتلا ہوگئے تھے بالآخر ۱۶؍ فروری ۲۰۰۵؁ء کو ناگ پور میں اپنے مالک حقیقی سے جاملے، اناﷲ وانا الیہ راجعون۔
مرحوم کا آبائی وطن ایلچ پور تھا، لیکن وہ اپنے نانہال ’’بھی گاؤں‘‘ ضلع امراوتی میں ۱۴؍ اپریل ۱۹۳۲؁ء کو پیدا ہوئے، ایلچ پور میں ابتدائی تعلیم حاصل کی اور وہیں کے رحمانیہ اردو ہائی اسکول سے میٹرک کا امتحان پاس کیا، ۱۹۵۴؁ء میں ناگ پور یونیورسٹی سے بی اے اور ۱۹۵۶؁ء میں فارسی میں ایم اے کیا، ۱۹۴۶؁ء میں اردو میں ایم اے کیا اور کلکتہ یونیورسٹی سے عربی میں ایم اے کیا، ۱۹۷۷؁ء میں ’’ارادت خاں‘‘ پر تحقیقی مقالہ لکھ کر ناگ پور یونیورسٹی سے پی ایچ ڈی کی ڈگری لی۔
کچھ عرصے تک انجمن ہائی اسکول کھام گاؤں میں درس کی خدمت انجام دی پھر محکمہ آثار قدیمہ سے وابستہ ہوئے جس کے ڈایرکٹر ڈاکٹر ضیاء الدین احمد ڈیسائی مرحوم تھے، ان کی رہنمائی میں ان کو بھی تحقیق اور تلاش و جستجو کا چسکا لگا اور کتابت و مخطوطات شناسی سے دلچسپی پیدا ہوئی۔
عبدالرحیم صاحب ۱۹۶۸؁ء میں وسنت راؤ نایک انسٹی ٹیوٹ آف آرٹس اینڈ سوشل سائنسز میں اردو فارسی اور عربی کے لیکچرر مقرر ہوئے اور ۱۹۷۷؁ء میں پروفیسر کے عہدے پر فایز ہوئے، ۱۹۸۸؁ء میں کالج کوانسٹی ٹیوٹ کا درجہ دیا گیا تو یہ ڈایرکٹر مقرر کیے گئے اور ۱۹۹۲؁ء میں اسی عہدے سے سبک دوش ہوئے۔
ڈاکٹر صاحب مہاراشٹر اور گجرات کی مختلف علمی، تعلیمی، ادبی اور ثقافتی سرگرمیوں سے وابستہ تھے اور کئی اداروں اور اکیڈمیوں کے ممبر اور بعض کے چیرمین بھی رہے، ان کی نگرانی میں متعدد لوگوں نے علمی و تحقیقی کام انجام دیے اور پی ایچ ڈی کی ڈگری بھی حاصل کی، ان کا ایک بڑا...

Analysis of Consumer Assessment in Small and Medium Enterprises

Raja Abon Makmur Lestari's business has good potential, resulting in considerable business competition. One of the businesses that produce shredded is Small and Medium Enterprises (UKM) Raja Abon Makmur Lestari. This business must apply a consumer-oriented marketing concept. The application of this concept is to determine the marketing mix consisting of product, price, promotion, and place. The purpose of this study was to analyze consumer assessments of the various attributes of shredded products and evaluate the results of the shredded product marketing mix strategy. The method used in this research is descriptive analysis, with the 4P marketing mix approach. The marketing mix strategy evaluation design involves internal parties, namely business owners, and external parties, namely consumers. The results of the discussion show that consumer assessment of products has guaranteed quality, consumer ratings of prices are in accordance with quality, consumer assessments of shredded product distribution are easy to obtain and consumer assessments of promotion by word of mouth are very efficient and easy to get information on social media. The evaluation results of the marketing mix for shredded products are in the range of 101-125. Based on this total value, it can be concluded that all the variables of the marketing mix carried out by the king of shredded and prosperous sustainable have been effective.

Geotechnical Characterization Through Pressuremeter and Laboratory Testing for Alluvial Soils

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.