<> <http://www.w3.org/2000/01/rdf-schema#comment> "The repository administrator has not yet configured an RDF license."^^<http://www.w3.org/2001/XMLSchema#string> .
<> <http://xmlns.com/foaf/0.1/primaryTopic> <http://digilib.unila.ac.id/id/eprint/3741> .
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<http://digilib.unila.ac.id/id/eprint/3741> <http://purl.org/dc/terms/title> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://purl.org/ontology/bibo/abstract> "Soil functions as weight supporter for any construction above the soil, so that\r\nthe strength of a structure/construction is also influenced by conditions of soil.\r\nClay soil is one types of soil can be used as embankment. A construction build\r\non the clay soil will result in pore water pressure, and when clay soil has load\r\non it, the clay soil will undergo surface subsidence (consolidation) that cause\r\ndamage on the construction.\r\nSoil in the field in a certain depth had undergone maximum effective pressure\r\nbecause of soil weight above it (a maximum effective overburden pressure) in\r\nits geological history. This maximum effective overburden pressure may be\r\nequal to or less than overburden pressure when the clay soil sample was taken.\r\nWhen the clay soil sample was taken, it was released from its overburden\r\npressure so that the sample will expand. When consolidation test was conducted\r\non the sample, a small compression, the change of small pore value, will occur\r\nwhen total load given in the experiment is less than maximum effective\r\noverburden pressure the sample ever underwent. When the total burden given at\r\nthe experiment is bigger than the maximum effective overburden pressure it had\r\never undergone, the change of pore value will be bigger.\r\nThis condition was proven in the laboratory by loading the soil sample more\r\nthan its maximum effective overburden pressure and then the load was\r\nunloaded, and then reloaded again. In addition, the weight loading one soil\r\nsurface may cause the soil layer beneath the surface to compress. This\r\ncompression is caused by soil particle deformation, particle relocation, water\r\nor air escape from the soil pores and by other causes. Some or all of the factors\r\nhave correlations with real soil conditions.\r\n\r\nTanah berfungsi sebagai penahan beban akibat konstruksi di atas tanah tersebut.\r\nSehingga kekuatan bangunan/konstruksi itu juga dipengaruhi oleh kondisi tanah yang\r\nada. Salah satu tanah yang biasa digunakan sebagai tanah timbunan yaitu tanah\r\nlempung. Jika bangunan dibuat pada tanah lempung akan menimbulkan tegangan air\r\npori, apabila tanah lempung dikenakan beban diatasnya akan mengalami penurunan\r\n(konsolidasi) muka tanah yang berdampak kerusakan pada konstruksi tersebut.\r\nSuatu tanah di lapangan pada suatu kedalaman tertentu telah mengalami tekanan\r\nefektif maksimum akibat berat tanah diatasnya (maximum effective overburden\r\npressure) dalam sejarah geologisnya. Tekanan efektif overburden maksimum ini\r\nmungkin sama atau lebih kecil dari tekanan overburden pada saat pengambilan\r\ncontoh tanah. Pada saat diambil, contoh tanah tersebut terlepas dari tekanan\r\noverburden yang membebaninya selama ini sebagai akibatnya maka tanah tersebut\r\nakan mengembang. Pada saat tanah tersebut dilakukan uji konsolidasi, suatu\r\npemampatan yang kecil yaitu perubahan angka pori yang kecil akan terjadi bila beban\r\ntotal yang diberikan pada saat percobaan adalah lebih kecil dari tekanan efektif\r\noverburden maksimum yang pernah dialami oleh tanah tersebut. Apabila beban total\r\nyang diberikan pada saat percobaan adalah lebih besar dari tekanan efektif\r\noverburden maksimum yang pernah dialami oleh tanah tersebut maka perubahan\r\nangka pori yang terjadi adalah lebih besar.\r\nKeadaan ini dapat dibuktikan di laboratorium dengan cara membebani contoh tanah\r\nmelebihi tekanan overburden maksimumnya atau dinamakan loading lalu beban\r\ntersebut diangkat (unloading) dan diberikan pembebanan kembali (reloading). Selain\r\nitu pemberian beban diatas suatu permukaan tanah dapat menyebabkan lapisan tanah\r\ndi bawahnya mengalami pemampatan. Pemampatan tersebut diakibatkan oleh adanya\r\ndeformasi partikel tanah, relokasi partikel, keluarnya air atau udara dari dalam pori\r\ndan sebab-sebab lainnya. Beberapa atau semua faktor tersebut mempunyai hubungan\r\ndengan keadaan tanah yang sebenarnya."^^<http://www.w3.org/2001/XMLSchema#string> .
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<http://digilib.unila.ac.id/id/document/269137> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/9/DAFTAR%20ISI.pdf> .
<http://digilib.unila.ac.id/id/document/269137> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/9/DAFTAR%20ISI.pdf> .
<http://digilib.unila.ac.id/3741/9/DAFTAR%20ISI.pdf> <http://www.w3.org/2000/01/rdf-schema#label> "DAFTAR ISI.pdf"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269139> .
<http://digilib.unila.ac.id/id/document/269139> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269139> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (File PDF)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269139> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/10/DAFTAR%20TABEL.pdf> .
<http://digilib.unila.ac.id/id/document/269139> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/10/DAFTAR%20TABEL.pdf> .
<http://digilib.unila.ac.id/3741/10/DAFTAR%20TABEL.pdf> <http://www.w3.org/2000/01/rdf-schema#label> "DAFTAR TABEL.pdf"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269144> .
<http://digilib.unila.ac.id/id/document/269144> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269144> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (File PDF)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269144> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/11/DAFTAR%20GAMBAR.pdf> .
<http://digilib.unila.ac.id/id/document/269144> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/11/DAFTAR%20GAMBAR.pdf> .
<http://digilib.unila.ac.id/3741/11/DAFTAR%20GAMBAR.pdf> <http://www.w3.org/2000/01/rdf-schema#label> "DAFTAR GAMBAR.pdf"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269146> .
<http://digilib.unila.ac.id/id/document/269146> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269146> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (File PDF)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269146> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/12/DAFTAR%20NOTASI.pdf> .
<http://digilib.unila.ac.id/id/document/269146> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/12/DAFTAR%20NOTASI.pdf> .
<http://digilib.unila.ac.id/3741/12/DAFTAR%20NOTASI.pdf> <http://www.w3.org/2000/01/rdf-schema#label> "DAFTAR NOTASI.pdf"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269150> .
<http://digilib.unila.ac.id/id/document/269150> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269150> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (File PDF)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269150> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/13/BAB%20I.pdf> .
<http://digilib.unila.ac.id/id/document/269150> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/13/BAB%20I.pdf> .
<http://digilib.unila.ac.id/3741/13/BAB%20I.pdf> <http://www.w3.org/2000/01/rdf-schema#label> "BAB I.pdf"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269152> .
<http://digilib.unila.ac.id/id/document/269152> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269152> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (File PDF)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269152> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/14/BAB%20II.pdf> .
<http://digilib.unila.ac.id/id/document/269152> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/14/BAB%20II.pdf> .
<http://digilib.unila.ac.id/3741/14/BAB%20II.pdf> <http://www.w3.org/2000/01/rdf-schema#label> "BAB II.pdf"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269155> .
<http://digilib.unila.ac.id/id/document/269155> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269155> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (File PDF)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269155> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/15/BAB%20III.pdf> .
<http://digilib.unila.ac.id/id/document/269155> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/15/BAB%20III.pdf> .
<http://digilib.unila.ac.id/3741/15/BAB%20III.pdf> <http://www.w3.org/2000/01/rdf-schema#label> "BAB III.pdf"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269157> .
<http://digilib.unila.ac.id/id/document/269157> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269157> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (File PDF)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269159> .
<http://digilib.unila.ac.id/id/document/269159> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269159> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (File PDF)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269159> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/17/BAB%20V.pdf> .
<http://digilib.unila.ac.id/id/document/269159> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/17/BAB%20V.pdf> .
<http://digilib.unila.ac.id/3741/17/BAB%20V.pdf> <http://www.w3.org/2000/01/rdf-schema#label> "BAB V.pdf"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269161> .
<http://digilib.unila.ac.id/id/document/269161> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269161> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (File PDF)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269161> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/18/DAFTAR%20PUSTAKA.pdf> .
<http://digilib.unila.ac.id/id/document/269161> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/18/DAFTAR%20PUSTAKA.pdf> .
<http://digilib.unila.ac.id/3741/18/DAFTAR%20PUSTAKA.pdf> <http://www.w3.org/2000/01/rdf-schema#label> "DAFTAR PUSTAKA.pdf"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269278> .
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<http://digilib.unila.ac.id/id/document/269278> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (Other)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269278> <http://eprints.org/relation/isVersionOf> <http://digilib.unila.ac.id/id/document/269114> .
<http://digilib.unila.ac.id/id/document/269278> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/269114> .
<http://digilib.unila.ac.id/id/document/269278> <http://eprints.org/relation/isIndexCodesVersionOf> <http://digilib.unila.ac.id/id/document/269114> .
<http://digilib.unila.ac.id/id/document/269278> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/19/indexcodes.txt> .
<http://digilib.unila.ac.id/id/document/269278> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/19/indexcodes.txt> .
<http://digilib.unila.ac.id/3741/19/indexcodes.txt> <http://www.w3.org/2000/01/rdf-schema#label> "indexcodes.txt"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269279> .
<http://digilib.unila.ac.id/id/document/269279> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269279> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (Other)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269279> <http://eprints.org/relation/isVersionOf> <http://digilib.unila.ac.id/id/document/269115> .
<http://digilib.unila.ac.id/id/document/269279> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/269115> .
<http://digilib.unila.ac.id/id/document/269279> <http://eprints.org/relation/isIndexCodesVersionOf> <http://digilib.unila.ac.id/id/document/269115> .
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<http://digilib.unila.ac.id/id/document/269279> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/20/indexcodes.txt> .
<http://digilib.unila.ac.id/3741/20/indexcodes.txt> <http://www.w3.org/2000/01/rdf-schema#label> "indexcodes.txt"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269280> .
<http://digilib.unila.ac.id/id/document/269280> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
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<http://digilib.unila.ac.id/id/document/269280> <http://eprints.org/relation/isVersionOf> <http://digilib.unila.ac.id/id/document/269124> .
<http://digilib.unila.ac.id/id/document/269280> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/269124> .
<http://digilib.unila.ac.id/id/document/269280> <http://eprints.org/relation/isIndexCodesVersionOf> <http://digilib.unila.ac.id/id/document/269124> .
<http://digilib.unila.ac.id/id/document/269280> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/21/indexcodes.txt> .
<http://digilib.unila.ac.id/id/document/269280> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/21/indexcodes.txt> .
<http://digilib.unila.ac.id/3741/21/indexcodes.txt> <http://www.w3.org/2000/01/rdf-schema#label> "indexcodes.txt"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269281> .
<http://digilib.unila.ac.id/id/document/269281> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269281> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (Other)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269281> <http://eprints.org/relation/isVersionOf> <http://digilib.unila.ac.id/id/document/269127> .
<http://digilib.unila.ac.id/id/document/269281> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/269127> .
<http://digilib.unila.ac.id/id/document/269281> <http://eprints.org/relation/isIndexCodesVersionOf> <http://digilib.unila.ac.id/id/document/269127> .
<http://digilib.unila.ac.id/id/document/269281> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/22/indexcodes.txt> .
<http://digilib.unila.ac.id/id/document/269281> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/22/indexcodes.txt> .
<http://digilib.unila.ac.id/3741/22/indexcodes.txt> <http://www.w3.org/2000/01/rdf-schema#label> "indexcodes.txt"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269282> .
<http://digilib.unila.ac.id/id/document/269282> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://eprints.org/ontology/Document> .
<http://digilib.unila.ac.id/id/document/269282> <http://www.w3.org/2000/01/rdf-schema#label> "LOADING AND UNLOADING BEHAVIOR OF CLAY SOIL SUBSTITUTED WITH\r\nROUGH GRADATION MATERIAL (SAND)\r\n\r\nPERILAKU LOADING UNLOADING PADA TANAH LEMPUNG YANG\r\nDISUBTITUSI MATERIAL BERGRADASI KASAR (PASIR) (Other)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/document/269282> <http://eprints.org/relation/isVersionOf> <http://digilib.unila.ac.id/id/document/269133> .
<http://digilib.unila.ac.id/id/document/269282> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/269133> .
<http://digilib.unila.ac.id/id/document/269282> <http://eprints.org/relation/isIndexCodesVersionOf> <http://digilib.unila.ac.id/id/document/269133> .
<http://digilib.unila.ac.id/id/document/269282> <http://eprints.org/ontology/hasFile> <http://digilib.unila.ac.id/3741/23/indexcodes.txt> .
<http://digilib.unila.ac.id/id/document/269282> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/23/indexcodes.txt> .
<http://digilib.unila.ac.id/3741/23/indexcodes.txt> <http://www.w3.org/2000/01/rdf-schema#label> "indexcodes.txt"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269283> .
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<http://digilib.unila.ac.id/id/document/269319> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/59/preview.jpg> .
<http://digilib.unila.ac.id/3741/59/preview.jpg> <http://www.w3.org/2000/01/rdf-schema#label> "preview.jpg"^^<http://www.w3.org/2001/XMLSchema#string> .
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<http://digilib.unila.ac.id/id/document/269320> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/269152> .
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<http://digilib.unila.ac.id/id/document/269320> <http://purl.org/dc/terms/hasPart> <http://digilib.unila.ac.id/3741/60/medium.jpg> .
<http://digilib.unila.ac.id/3741/60/medium.jpg> <http://www.w3.org/2000/01/rdf-schema#label> "medium.jpg"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3741> <http://eprints.org/ontology/hasDocument> <http://digilib.unila.ac.id/id/document/269321> .
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