Abstract This study covers the Fields producting from the Gialo Formation a reservoir which is composed of Limestone and Dolomitic-Limestone and consists mainly of highly altered Nummulitic Packstone. This study was achieved through three parts of study including a petrographic study, petrophysical study of reservoir properties from core analysis and borehole logs. The general geological framework was obtained from petrographical study of thirty six thin sections, 129 representative core plug data and logs from 5 different wells are utilized to better understanding the petrophysical framework of the formation. The plots correlating petrophsical parameters and the frequency histograms suggested the presence of distinctive reservoir trends. These discriminations were also represented in Winland porosity- permeability cross plots resulted in clusters for different port-size that are responsible for different flow characteristics. Linear and multiple regression were used for the study of each unit. The permeability models were constructed and their reliabilies were compared by the regression coefficients for predictions in un-cored well. The combination of all data revealed the worst ranked reservoir quality corresponded to moldic and intergranular pore types, which occurred mainly in the Bioclastic Wackstone facies. The highest ranked reservoir quality corresponded to intragranular and intergranular which occurred mainly in the Nummulitic Packstone Facies.
وردة الشوشان (2010)

تعتبر التربة الطينية من انواع التربة الصعبة ذات المشاكل الهندسية نتيجة لظروف تكوينها والتأسيس عليها يكون صعباً بسبب حدوث الحركة النسبية في المنشأ نتيجة الانتفاخ او الهبوط.ويعتبرالطين من المكونات الرئيسية للسبخة ولهذا اجريت الدراسة الجيوتقنية لتربة السبخة بالمنطقة من سرت الى البريقة حيث تصل عدد العينات الى 300 عينة على طولالمنطقة . والدراسة الجيوتقنية مهمة عند اقامة مشاريع انشاء البنية التحتية مثل المنشآت ,والسكة الحديدية , والطرق , وانابيب الماء والغاز . وفي هذا البحث تم اجراء عدة تحاليل جيوتقنية لهذه التربة لما لديها من مشاكل ولانها من التربة الصعبة.وشملت الدراسة الحقلية التجارب اختبار الاختراق القياسي واختبار التحميل الموقعي واختبار مروحة القص . ومنها صنفت بانها مكونة من تربة رملية مختلطة بنسب متفاوتة من الطين والطمي والاختبارات المعملية مثل اختبارات اللدونة والتحليل المنخلي واختبار الضغط الغير محصور.ومن هذه اوضحت ان التربة منخفضة اللدونة ووجد ان تماسك التربة يزداد بزيادة عدد الطرقات في التربة ومنها يقل هبوط التربة . ونجد ان التربة الطينية متماسكة لان دليل اللدونة PI = 7 – 17 .لقد بينت نتائج المقارنة ان المناطق التي تحتاج لتحسين تميزت بكثافة نسبية ضعيفة ومقاومة قص منخفضة بالاضافة لقيم هبوط عالية آخداً في الاعتبار وجود المياه في السبخة .بينت علاقات المقارنة بين هبوط التربة في كل من الاختراق القياسي والتحميل الموقعي شكل (6.6) ان الهبوط في التربة السبخية في مواقع الدراسة يختلف من نقطة لاخرى ويتراوح من 20 الى 100 مم ومن هذا نجد ان التربة التي تحتاج لعمليات تحسين هي المواقع التي يتعدى الهبوط فيها 25 مم .وبينت العلاقة بين العمق والكثافة النسبية في شكل (7.6) ان الكثافة النسبية ضعيفة من عمق 0 الى 6 متر . Abstract The clay soil is considered one of the difficult types and have engineering problems due to its composition. The foundation upon the clay soil may face some troubles because of relative movement as a result of heave or settlement of the substrate .The clay is one of the main components of the sabkha, therefore the present study was carried out on the geotechnical properties of the sabkha soil along the area from Sirte to Brega. Up to three hundreds samples were taken from the studied area .The geotechnical study is very important for the construction of Infra structure projects , such as huge buildings , railway roads , asphaltic roads and pipes of water and gas. In this research, several geotechnical tests were undertaken for the sabkha soil, because of it is hard and have some problems.The field study included the standard penetration test, load testing and test site fan of the storytelling. According to the different tests, the soil was classified as composed of sandy soil mixed with varying conte- nts of clay and silt .The laboratory tests such as tests for plasticity, sieve analysis and unconfined compression test were performed. These showed that low soil plasticity and found that the cohesion of the soil increases with the number of blows in the soil, associated with settlement of the soil. We find that the clay soil is cohsion because it has coherent index plasticity PI = 7 - 17. The results of the comparison showed that the areas that need to improvement are characterized by relatively low density and low values of resistance to shear , in addition high values of settlement, with taking into consideration into account the presence of water in the sabkha. The relationships between the comparative settlement of soil in each of the standard penetration site and download the form fig. (6.6) that settlement of the sabkha soil in the studied sites varies from one point to another, ranging from 20 to 100 mm .Therefore we find that the soil which needs to improvement processes is located in the sites that have settlement which exceeds than 25 mm. The relationship between the depth and relative density fig. (7.6) showed that the relative density is weak from a depth of 0 to 6 meters.
سالمة ابراهيم محمد (2010)

Abstract The sandstone of Upper Ordovician Mamuminyat Formation represents part of stratigraphic column in Murzuq Basin, south west Libya. It is the primary reservoir target in the basin, soursed and caped by Lower Silurian Tanezzuft Shale (Sola, 2000). The Mammuniyat reservoir in Murzuq Basin is characterized by lateral and vertical variation of petrophysical properties duo to lateral change of depositional environment and the digenetic effect on the formation load various facies deposition quality. The Concession NC174 is discovered in 1997 by Lasmo Grand Maghreb Limited then On the 26th October 2003 the development drilling campaign started by MOG till thepresent time. The El feel field is the major discovery in NC174. Porosity range is 16-18% and permeability some hundreds millidarcys. The Net thickness/Gross thickness ratio varies from 20% to 95% with an average value of 70%. The sedimentary fill in the Murzuq basin is mainly Paleozoic to Mesozoic in age and reaches a thickness of about 4000 meters in the depocenter. The sedimentary sequence is punctuated by several regional unconformities corresponding to successive tectonic activity phases. In the area of NC174, the tectonic phases developed anticlines and fault bounded anticlines generally super-imposed and re-actived through time. The resulting structural style is characterized mainly by poli-history sub-vertical reverse faults with different directions (N-S, NNW-SSE and NNE-SSW), these faults bound most of the prospects apparently superimposed on subtle anticlines oriented SSWNNE along which the culminations are aligne.
خالد مسعود الزوام (2014)