Evaluation of rock discontinuities effect on axial friction pile capacity / (Record no. 177775)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 03743namaa22004451i 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | EG-GICUC |
| 005 - أخر تعامل مع التسجيلة | |
| control field | 20260121125231.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 260117b2025 ua a|||frm||| 000 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloguing agency | EG-GICUC |
| Language of cataloging | eng |
| Transcribing agency | EG-GICUC |
| Modifying agency | EG-GICUC |
| Description conventions | rda |
| 041 0# - LANGUAGE CODE | |
| Language code of text/sound track or separate title | eng |
| Language code of summary or abstract | eng |
| -- | ara |
| 049 ## - Acquisition Source | |
| Acquisition Source | Deposit |
| 082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.1 |
| 092 ## - LOCALLY ASSIGNED DEWEY CALL NUMBER (OCLC) | |
| Classification number | 624.1 |
| Edition number | 21 |
| 097 ## - Degree | |
| Degree | Ph.D |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Local Call Number | Cai01.13.05.Ph.D.2025.Do.E |
| 100 0# - MAIN ENTRY--PERSONAL NAME | |
| Authority record control number or standard number | Doaa Ali TawfikHussien, |
| Preparation | preparation. |
| 245 10 - TITLE STATEMENT | |
| Title | Evaluation of rock discontinuities effect on axial friction pile capacity / |
| Statement of responsibility, etc. | by Doaa Ali Tawfik Hussien ; Supervisors Prof. Mohamed I. Amer, Prof. Sherif Adel Akl, Dr. Mohamed Ismael. |
| 246 15 - VARYING FORM OF TITLE | |
| Title proper/short title | تقدير تأثير الفواصل الصخرية على حساب سعة الاحتكاك للخوازيق |
| 264 #0 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Date of production, publication, distribution, manufacture, or copyright notice | 2025. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 130 pages : |
| Other physical details | illustrations ; |
| Dimensions | 30 cm. + |
| Accompanying material | CD. |
| 336 ## - CONTENT TYPE | |
| Content type term | text |
| Source | rda content |
| 337 ## - MEDIA TYPE | |
| Media type term | Unmediated |
| Source | rdamedia |
| 338 ## - CARRIER TYPE | |
| Carrier type term | volume |
| Source | rdacarrier |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (Ph.D)-Cairo University, 2025. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE | |
| Bibliography, etc. note | Bibliography: pages 123-130. |
| 520 #3 - SUMMARY, ETC. | |
| Summary, etc. | This research evaluates the rock discontinuities effect on axial friction pile capacity. Reliable design of rock-socketed bored piles depends on accurate rock mass data, such as in-situ Uniaxial Compressive Strength (UCS) and modulus of Elasticity. Obtaining these properties is expensive and challenging. Lab-based rock sample tests often introduce uncertainty in pile design. A novel procedure utilizing the Geological Strength Index (GSI) was proposed to improve design accuracy. The modified method, verified by pile load tests, generates a reduction factor from GSI to predict friction capacity. Comparisons with international codes were made, providing guidelines for determining GSI and calculating axial friction capacity for rock-socketed piles |
| 520 #3 - SUMMARY, ETC. | |
| Summary, etc. | هذا البحث يهدف إلى تقييم تقدير تأثير الفواصل الصخرية على حساب سعة الاحتكاك للخوازيق. يعتمد التصميم الموثوق للخوازيق المحفورة المثبتة في الصخور على بيانات دقيقة لخصائص كتلة الصخور، مثل مقاومة الانضغاط أحادية المحور ومعامل المرونة في الموقع. الاختبارات المعملية للصخور قد تُدخل بعض الشكوك في التصميم. تم اقتراح إجراء جديد باستخدام المؤشرالجيولوجي لمقاومة الكتل الصخرية (GSI) لتحسين دقة التصميم. تم التحقق من الطريقة المعدلة من خلال اختبارات تحميل للخوازيق لتحديد معامل الاحتكاك بين الصخر و الخرسانة يعتمد على (GSI). تم إجراء مقارنات مع المعايير الدولية، مما يوفر إرشادات لتحديد (GSI) وحساب قدرة الاحتكاك المحوري للخوازيق المثبتة في الصخور |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE | |
| Issues CD | Issues also as CD. |
| 546 ## - LANGUAGE NOTE | |
| Text Language | Text in English and abstract in Arabic & English. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Civil engineering |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | الهندسة المدنية |
| 653 #1 - INDEX TERM--UNCONTROLLED | |
| Uncontrolled term | Rock classification |
| -- | Rock Discontinuities |
| -- | GSI |
| -- | Piles socketed in rock |
| -- | Friction Capacity |
| -- | تصنيف الصخور |
| -- | فواصل الصخور |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Mohamed I. Amer |
| Relator term | thesis advisor. |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Sherif Adel Akl |
| Relator term | thesis advisor. |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Mohamed Ismael |
| Relator term | Translator. |
| 900 ## - Thesis Information | |
| Grant date | 01-01-2025 |
| Supervisory body | Mohamed I. Amer |
| -- | Sherif Adel Akl |
| -- | Mohamed Ismael |
| Universities | Cairo University |
| Faculties | Faculty of Engineering |
| Department | Department of Civil Engineering |
| 905 ## - Cataloger and Reviser Names | |
| Cataloger Name | Shimaa |
| Reviser Names | Eman Ghareb |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Thesis |
| Edition | 21 |
| Suppress in OPAC | No |
| Source of classification or shelving scheme | Home library | Current library | Date acquired | Inventory number | Full call number | Barcode | Date last seen | Effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | المكتبة المركزبة الجديدة - جامعة القاهرة | قاعة الرسائل الجامعية - الدور الاول | 17.01.2026 | 93158 | Cai01.13.05.Ph.D.2025.Do.E | 01010110093158000 | 17.01.2026 | 17.01.2026 | Thesis |