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contributor authorPaul S. H. Poh
contributor authorBengt B. Broms
date accessioned2017-05-08T21:14:35Z
date available2017-05-08T21:14:35Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290887-3828%281995%299%3A1%2876%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44047
description abstractAn innovative and inexpensive slope-stabilization scheme is presented that uses old rubber tires and woven geotextile to arrest the deterioration of a hill slope adjacent to a 100 m (328 ft) high microwave-transmission tower on the Indonesian island of Batam. Woven geofabric with a warp and a weft tensile strength of 80 kN/m (5.5 kips/ft) was used to resist the lateral earth pressure of the up to 2.15 m (7 ft) high wall. The internal stability and the sliding resistance, as well as the bearing capacity were checked. Rubber tires that were filled with granite aggregate and quarry waste were used to protect the fabric against direct sunlight and vandalism. Unskilled labor was used for the construction of the wall and of the fill. The total cost was less than 40% of the estimated cost of a conventional retaining wall. The paper discusses the design and the construction of the wall, as well as the costs.
publisherAmerican Society of Civil Engineers
titleSlope Stabilization Using Old Rubber Tires and Geotextiles
typeJournal Paper
journal volume9
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1995)9:1(76)
treeJournal of Performance of Constructed Facilities:;1995:;Volume ( 009 ):;issue: 001
contenttypeFulltext


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