Pengaruh Ukuran dan Kedalaman Geotekstil Teranyam Tipe HRX 200 terhadap Daya Dukung Ultimit dan Penurunan Tanah Lempung Lunak
<p>Geotextile as one of improvement material in soft clay soil has been widely used. This study aims to examine the effect of geotextile dimention and placement depth on ultimate bearing capacity, settlement and Bearing Capacity Ratio of soft clay soil. This test was conducted on a series of...
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| Format: | Article |
| Language: | English |
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Universitas Muhammadiyah Yogyakarta
2015-11-01
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| Series: | Semesta Teknika |
| Online Access: | https://journal.umy.ac.id/index.php/st/article/view/437 |