Geotekstil Nonwoven
Solusi serbaguna untuk pemisahan, filtrasi, dan perlindungan
Geotekstil nonwoven adalah struktur tekstil datar yang terdiri dari serat sintetis yang dirakit secara acak dengan meninju jarum dan/atau proses termal; bahan-bahan ini digunakan dalam banyak aplikasi yang berbeda untuk sebagian besar memenuhi fungsi pemisahan, filtrasi, dan perlindungan dan merupakan dasar dari banyak komposit lain untuk kombinasi dengan geosintetik lainnya. Kualitas dan kinerjanya dapat bervariasi tergantung pada panjang serat, polimer yang digunakan, proses perakitan, dll; tentunya yang paling terkenal dan digunakan adalah bahan geosintetik.
Success Stories
Built, not just drawn
Discover more
BARRAGEM CAMPEIRA - CRISTALÂNDIA
The Campeira Dam is responsible for supplying water to the city of Cristalândia (TO) for most of the year. A few years ago, after intense periods of rainfall, the dam's spillway, which was 7 metres wide, was not sufficient to release all the excess water from the reservoir, causing it to overflow and consequently the erosion of the shoulders and the dam's structure to be compromised.
Discover more
CIAWI DAM DROP STRUCTURE
Indonesia
Ciawi Dam is a dry dam located in West Java, Indonesia. The infrastructure is planned to have a capacity of 6,45 m3 and expected to reduce the flood discharge of 160 m3/sec. The purpose of this dam is to reduce the amount of rainwater from the upstream so that the city in the lowland area doesn’t flood. As a part of the dam construction, there is an existing river flow that needs to be diverted. The original design was using the heavy galvanize as the coating of the wire mesh or concrete structure as the alternative. The total length of the drop structure is 54,2 meters and 18 meters of total height.
Discover more
CRUSHER WALL AT INDOCEMENT FACTORY
Indonesia
Indocement factory is located in the South of Jakarta and it is the second largest cement producers in Indonesia. The Client needed a flexible retaining structure to be connected with the existing concrete vertical wall used as crusher wall. The total soil height to be retained was approximately 14m. The area is characterized by a high seismic level and an horizontal seismic acceleration equal to 0. 23g had to be considered in the design process. Another constraint of the project was the maximum available space behind the new retaining structure which was equal to 13m. The client took into consideration in the first place a mass gravity retaining wall made with gabions.
Discover more
What we can do with
Geotekstil Nonwoven
Solutions
Get in touch with us
[contactForm_txtSuccessSubmit]