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All Journal U Karst AGREGAT JMM (Jurnal Masyarakat Mandiri) Portal: Jurnal Teknik Sipil Specta Journal of Technology Best Journal (Biology Education, Sains and Technology) Madaniya INTERNATIONAL JOURNAL OF EDUCATION, INFORMATION TECHNOLOGY, AND OTHERS Sultra Civil Engineering Journal (SCiEJ) International Conference on Health Science, Green Economics, Educational Review and Technology (IHERT) Jurnal Pengabdian Kolaborasi dan Inovasi IPTEKS Jurnal BATAS Jurnal Rekayasa Sistem Informasi dan Teknologi GEMBIRA (Pengabdian Kepada Masyarakat) Jurnal Ilmiah Teknik Sipil dan Arsitektur (JITAS) INERSIA
Mahliza Nasution
Universitas Medan Area
Religion Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Immunology & microbiology Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Neuroscience Public Health Social Sciences Transportation Other

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GEOGRID ANALYSIS OF SOIL SHEAR STRENGTH Nasution , Mahliza
International Conference on Health Science, Green Economics, Educational Review and Technology Vol. 4 (2022): International Conference on Health Science, Green Economics, Educational Review and T
Publisher : Universitas Efarina

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (369.552 KB) | DOI: 10.54443/ihert.v4i.133

Abstract

Improving soil conditions is one solution to the problem of increasing soil carrying capacity and minimizing settlement. With the development of technology in the geotechnical field, soil strengthening can be done by installing synthetic materials such as the use of geogrids. Geogrids rely on high tensile strength and low creep elongation, for the case of landslides geogrids are placed on a layer of soil, backfilled, and compacted layer by layer so as to maintain stabilizing soil by distributing it to be strong. Tensile purpose of this study To describe the use of geogrids in their role as one of retaining wall reinforcement. In planning, the retaining wall must be able to withstand the loads acting on it, both externally and internally. , shear and slip bearing capacity, and settlement. Internally stability indicates the stability of the type of reinforcement itself, in this case such as tensile capacity, friction capacity, bending capacity.
Co-Authors Angga Ade Sahfitra Anisa, yuananisa Apip Gunadi Apip Gunaldi Dalimunthe Aristo Hardinata Dalimunte, Apip Gunaldi Dalimunthe, Muhammad Muslim Danu Nugraha Dedi Rahmad Desniarti, Desniarti Dwika Karima Wardani Frapanti, Sri Habib Satria Hermansyah Hermansyah Huzairi, TM Naufal Ihsan Malik Kamaluddin Lubis Moranain Mungkin Muhammad Hafiz Muhammad Irwansyah, Muhammad Muhammad Mufti Farabi Muhammad Mufti Farabi Muhammad Muslim Nasution Nasution, Muhammad Muslim Nina Siti Salmaniah Siregar Nuril Mahda Rangkuti Pasaribu, Rizky Asriansyah Rahma Afwina Rahmad, Dedi Rio Stefanus Ginting Ritonga, Devi Afridayani Rusyanto Rusyanto Rusyanto Rusyanto Shirley Melita Sembiring Meliala Sihombing, Alexander Tuahta Suhanda, Regi Suranto Suranto Warsito, Kabul Yuan Anisa