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Geotextiles and Geomembranes, 1991
Abstract One of the problem areas in the closure of old municipal landfills or hazardous waste piles is the capping of steep slopes. In response to this problem, several geosynthetics manufacturers have developed new products with high surface friction characteristics.
Ronald K. Frobel, Richard T. Taylor
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Abstract One of the problem areas in the closure of old municipal landfills or hazardous waste piles is the capping of steep slopes. In response to this problem, several geosynthetics manufacturers have developed new products with high surface friction characteristics.
Ronald K. Frobel, Richard T. Taylor
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Geotextiles and Geomembranes, 1992
Abstract The use of geotextiles as revetment filters comprised one of the earliest applications for these materials. In performing its role within the revetment structure the geotextile must meet specific mechanical and hydraulic criteria. The mechanical criteria presented in the paper are based on empirical relationships derived by correlating ...
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Abstract The use of geotextiles as revetment filters comprised one of the earliest applications for these materials. In performing its role within the revetment structure the geotextile must meet specific mechanical and hydraulic criteria. The mechanical criteria presented in the paper are based on empirical relationships derived by correlating ...
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Jute Geotextiles as Substitute to Synthetic Geotextiles
Advanced Materials Research, 2013Jute based geotextile as a substitute to synthetic geotextiles has been reviewed in this study. The importance, advantage and disadvantage of Jute based geotextile have been highlighted. Geotextiles are permeable fabrics which, when used in association with soil, have the ability to separate, filter, reinforce, protect, or drain.
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Geotextiles: advances in geotextiles
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1987openaire +1 more source
การกรองแอคติเวทเตดสลัดจ์โดยใช้ geotextile
การวิจัยนี้เป็นการศึกษาความเป็นไปได้ในการกรองน้ำเสียผ่านระบบแอคติเวทเตดสลัดจ์ โดยใช้ geotextile ที่มีขนาด pore size ขนาดต่าง ๆ กัน 3 ขนาด ได้แก่ ขนาด 230 ไมโครอน (U26P) ขนาด 180 ไมครอน (U40P), และขนาด 140 ไมครอน (U60P) และใช้น้ำเสียสังเคราะห์ที่มี COD ประมาณ 500 mg/1 ป้อนเข้าไปยังระบบแอคติเวทเตดสลัดจ์ ที่มีการหมุนเวียนตะกอนภายใน ซึ่งแยกบริเวณถังเต ...openaire +1 more source