Geogrid Biaksial
Perkuatan tanah untuk stabilisasi jalan
Geogrid biaksial digunakan, sebagian besar, untuk tujuan perkuatan dalam aplikasi stabilisasi tanah; sebagian besar karena struktur simetris mereka mampu memberikan kekuatan yang diperlukan dan efek kurungan. Kekuatan tarik dan geometri geogrid ini biasanya simetris dengan kekuatan tarik dari 20 hingga 300 (atau bahkan lebih) kN/m; selain itu, polimer dan bentuk bukaan dapat bervariasi sesuai dengan sifat tarik yang diminta dan sifat pengisi.
Success Stories
Built, not just drawn
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NTPC SIDING-GADARWARA PROJECT– BLANKET THICKNESS REDUCTION
India
The Gadarwara railway station is approx. 20 km from NTPC site. NTPC constructed the Gadarwara railway siding line for transporting coal to their plant. For this railway siding work, the blanket (subballast) material was not available in the Gadrwara area and transportation of blanket material from outside area was not an economical option. This devoid of blanket material was major concern of project. Also, mining has been banned in our country due to environmental issues, so it had become difficult to get quantity for blanket for formation construction. Apart from unavailability of blanketing material, another concern of this project was the inadequacy of good subgrade material. The subgrade material was of SQ1 type which had fines content of more than 50%. Considering these aspects of project, biaxial extruded polypropylene geogrid MacGrid EG and non-woven geotextile solution MacTex N was proposed for strengthening the formation.
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STRENGTHENING OF THE ROADBED LAYER OF THE RN4
The RN4 is one of the major routes in Burkina Faso that connects the capital and largest city of the country, Ouagadougou, to the eastern cities such as Koupela. Within Ouagadougou, the urban section of this national road passes through Komber-Pandema Avenue at the East interchange and traverses wetlands that border the lakes and ponds of the city. As part of the rehabilitation of this wet stretch, the company COGEB International aimed to strengthen the roadbed foundation layer to cope with potential hydraulic pressures and the wet-dry cycles associated with the rainy and dry seasons.
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