กรุณาใช้ตัวระบุนี้เพื่ออ้างอิงหรือเชื่อมต่อรายการนี้:
http://kb.psu.ac.th/psukb/handle/2016/17948
ชื่อเรื่อง: | Empirical Model of Thailand Shale Compaction Based on Geological Age Classification |
ผู้แต่ง/ผู้ร่วมงาน: | Thongchai Suteerasak Avirut Puttiwongrak Werapong Koedsin Nufus, Syukratun Faculty of Technology and Environment คณะเทคโนโลยีและสิ่งแวดล้อม |
คำสำคัญ: | Shale compactions;geological age;Thailand Shale Compaction;Compaction model;compaction curve |
วันที่เผยแพร่: | 2021 |
สำนักพิมพ์: | Prince of Songkla University |
บทคัดย่อ: | Shale is a clastic rock formed from small clay particles, most of the shales contain clay minerals with high presentation and basic types of clay that are contained in the shale are different, including kaolinite, illite, and montmorillonite clays, each type of clay has a different effect on the different reservoirs and sources of different formations (Selley, et al, 2015). Shale is an important sedimentary rock because it is one of the source rocks where oil and gas formed and due to its low permeability, shale also acts as a trap where oil and gas are trapped. The presence of shale is also very abundant in most of the sedimentary basins (Bjørlykke, 2010). However, not all shales have oil and gas potential because other several conditions also need to be considered, such as the level of maturity, the organic matter content, the thickness of the source rock, mineralogy, pore pressure, and rock brittleness (Deshpande, 2008). Shale, a clastic rock that contains an amount of clay. The interaction of tiny particles with clay minerals have a significant impact on the sedimentation process, such as erosion, transport, deposition, and compaction due to the nature of the clay itself, as it can influence grain mechanical strength and pore fluid composition (Bjrlykke, 2010) |
รายละเอียด: | Thesis (M.Sc. (Earth System Science))--Prince of Songkla University, 2021 |
URI: | http://kb.psu.ac.th/psukb/handle/2016/17948 |
ปรากฏในกลุ่มข้อมูล: | 978 Thesis |
แฟ้มในรายการข้อมูลนี้:
แฟ้ม | รายละเอียด | ขนาด | รูปแบบ | |
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6330223002.pdf | 2.9 MB | Adobe PDF | ดู/เปิด |
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