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<https://repository.unigoro.ac.id/id/eprint/4549> <http://purl.org/ontology/bibo/abstract> "Abstrak\r\nDinding penahan tanah adalah suatu struktur konstruksi yang dibangun untuk menahan tanah yang mempunyai kemiringan/lereng dimana kemantapan tanah tersebut tidak dapat dijamin oleh tanah itu sendiri. Bangunan dinding penahan tanah digunakan untuk menahan tekanan tanah lateral yang ditimbulkan oleh tanah urugan atau tanah asli yang labil akibat kondisi topografinya. Tujuan dari studi ini adalah untuk mengetahui efisiensi lebar alas dari dinding penahan tanah tipe kantilever pada di Jalan Desa Karangtinoto Kecamatan Rengel Kabupaten Tuban, sehingga stabil terhadap gaya guling, geser, dan daya dukung tanahnya. \r\nPerhitungan tekanan tanah dihitung dengan menggunakan Teori Rankine serta perhitungan stabilitas terhadap keruntuhan kapasitas dukung tanah dihitung berdasarkan persamaan Hansen dan Vesic berdasarkan data-data karakteristik keteknikan (c dan Ø ). Hasil perencanaan dinding penahan tipe kantilever dengan menggunakan data tanah hasil uji laboratorium pada lokasi Desa Karangtinoto Kecamatan Rengel Kabupaten Tuban dengan lebar alas (L) 0,5 sampai dengan 3,5 meter didapatkan bahwa lebar alas yang paling efisien untuk dinding penahan tanah tipe kantilever sehingga stabil terhadap gaya guling, geser, dan daya dukung tanah."^^<http://www.w3.org/2001/XMLSchema#string> .
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