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- W570948249 abstract "This paper described tests undertaken to determine the design of a 20 m embankment made of cohesive soil (fine grained volcanic ash soil) reinforced with horizontally placed non woven fabric. Stability analysis was conducted using a conventional slip circle method. Cylindrical and wide width tensile tests were carried out using several kinds of both wet and dry non woven fibres. It was concluded that: (a) consolidation should be accelerated to increase the shearing strength of the embankment during construction; (b) since the effect of reinforcement by non woven fabrics significantly affected slope stability, these effects should be included in the design of cohesive soil embankments using such fabrics; and (c) the strength of non woven fabrics used in the design should be determined using tensile tests that can reduce the influence of knocking, such as the cylindrical and wide width tensile tests. The reinforcement was estimated to increase the safety factor by about 0.05. For the covering abstract of the symposium see IRRD 818063." @default.
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- W570948249 date "1988-01-01" @default.
- W570948249 modified "2023-09-27" @default.
- W570948249 title "AN APPLICATION OF NONWOVEN FABRICS TO EMBANKMENT OF COHESIVE SOIL ---PROCEEDINGS OF THE INTERNATIONAL SYMPOSIUM ON THEORY AND PRACTICE OF EARTH REINFORCEMENT, FUKUOKA, KYUSHU, JAPAN, 5-7 OCTOBER 1988" @default.
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