?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=STUDI+ANALISA+PENURUNAN+PONDASI+TIANG+KAYU+GELAM%0D%0AAKIBAT+ADANYA+PEMBEBANAN+MERATA+DIATAS%0D%0ATANAH+LEMPUNG+LUNAK&rft.creator=WENDY+RADITYA+%2C+1115011110&rft.subject=Teknologi+(General)&rft.description=Kondisi+tanah+pada+suatu+daerah+tidak+akan+memiliki+sifat+tanah+yang+sama+dengan+daerah%0D%0Alainnya.+Ada+yang+mempunyai+daya+dukung+sangat+baik+dan+adapula+yang+mempunyai+daya%0D%0Adukung+sangat+buruk%2C+salah+satunya+jenis+tanah+lempung%2C+mendirikan+bangunan+di+atas+tanah%0D%0Alempung+akan+menimbulkan+beberapa+permasalahan%2C+diantaranya+kuat+tekan+tanah+dan%0D%0Apenurunan+tanah.+Tujuan+dari+penelitian+ini+mengetahui+penurunan+tanah+akibat+pembebanan%0D%0Aawal+secara+periodik+dengan+menggunakan+perkuatan+anyaman+bambu%2C+bendrat+dan+plat+baja%0D%0Asebagai+tulangan+terhadap+daya+dukung+tanah+lempung+lunak.%0D%0APenelitian+ini+menguji+penurunan+tanah+dan+perlakuan+pengujian+tersebut+pada+tanah+diberi%0D%0Aperkuatan+menggunakan+matras+bambu%2C+bendrat+dan+plat+baja+dengan+tiang+pancang+kayu%0D%0Agelam+pada+tanah+lempung+lunak.+Yang+akan+diberi+beban+mulai+dari+0%2C2+kg%2Fcm2%2C+0%2C3%0D%0Akg%2Fcm2%2C+0%2C4+kg%2Fcm2%2C+0%2C5+kg%2Fcm2.+Pengujian+secara+sifat+fisik+yaitu+kadar+air%2C+berat+jenis%2C%0D%0Aanalisa+saringan%2C+batas+atterberg%2C+hidrometri%2C+dan+pengujian+secara+mekanik+yaitu+pemadatan%0D%0Atanah+dan+konsolidasi.%0D%0APada+hasil+penelitian+dari+pengujian+sifat+fisik+tanah+dari+Desa+Belimbing+Sari+adalah+tanah%0D%0Alempung+lunak.+Berdasarkan+hasil+dari+pengujian+mekanik+pada+konsolidasi+lab+uji+dengan%0D%0Abox+uji+bahwa+hasil+tersebut+menyatakan+dari+nilai+Cc+bahwa+perbadingan+antara+lab+dan+box%0D%0Aternyata+lebih+besar+penurunan+pada+pengujian+lab+dan+pengujian+box+lebih+kecil%0D%0Apenurunannya+karena+pengujian+box+mempunyai+tiang+pancang+dengan+kayu+gelam%2C%0D%0Asedangkan+di+lab+tidak+ada+tiang+pancang%2C+dan+daya+dukung+tanah+lempung+lunak+akan%0D%0Ameningkat+apabila+diberi+perkuatan+berupa+matras+bambu%2C+bendrat%2C+dan+plat+baja+dengan+tiang%0D%0Adapat+digunakan+sebagai+solusi+perkuatan+tanah+yang+berbutir+halus%2C+khususnya+tanah%0D%0Alempung+lunak.%0D%0AKata+kunci+%3A+Penurunan+Tanah%2C+Tanah+Lempung+Lunak%2C+Konsolidasi%0D%0A%0D%0Aabstract%0D%0A%0D%0ASoil+conditions+in+an+area+will+not+have+the+same+soil+properties+as+other+regions.+There+are%0D%0Athose+who+have+a+very+good+carrying+capacity+and+there+are+those+who+have+very+bad%0D%0Acarrying+capacity%2C+one+of+which+is+the+type+of+clay+soil%2C+building+on+clay+soil+will+cause%0D%0Aseveral+problems%2C+including+soil+compressive+strength+and+soil+degradation.+The+purpose+of%0D%0Athis+study+is+to+determine+the+decrease+in+soil+due+to+periodic+initial+loading+by+using+woven%0D%0Abamboo+reinforcement%2C+bendrat+and+steel+plate+as+reinforcement+to+the+bearing+capacity+of%0D%0Asoft+clay.%0D%0AThis+study+tested+the+soil+degradation+and+the+treatment+of+the+test+on+the+ground+was%0D%0Astrengthened+using+bamboo+mattresses%2C+bendrat+and+steel+plates+with+wood+poles+in+soft+clay%0D%0Asoil.+The+load+will+be+from+0.2+kg+%2F+cm2%2C+0.3+kg+%2F+cm2%2C+0.4+kg+%2F+cm2%2C+0.5+kg+%2F+cm2.+Testing+of%0D%0Aphysical+properties%2C+namely+moisture+content%2C+specific+gravity%2C+sieve+analysis%2C+atterberg%0D%0Aboundary%2C+hydrometry%2C+and+mechanical+testing%2C+namely+soil+compaction+and+consolidation.%0D%0AIn+the+research+results+from+testing+the+physical+properties+of+soil+from+Belimbing+Sari%0D%0AVillage+is+soft+clay+soil.+Based+on+the+results+of+mechanical+testing+on+the+test+lab%0D%0Aconsolidation+with+the+test+box+that+the+results+stated+from+the+Cc+value+that+the+difference%0D%0Abetween+the+lab+and+the+box+turned+out+to+be+a+greater+decrease+in+lab+testing+and+box+testing%0D%0Ahad+a+smaller+decrease+because+the+test+box+had+a+stake+with+wood%2C+while+in+the+lab+has+no%0D%0Apile%2C+and+the+carrying+capacity+of+soft+clay+soils+will+increase+when+given+reinforcement+in+the%0D%0Aform+of+bamboo+mattresses%2C+bendrat%2C+and+steel+plates+with+poles+can+be+used+as+fine-grained%0D%0Asoil+reinforcement+solutions%2C+especially+soft+clay+soils.%0D%0AKeywords+%3A+soil+consolidation%2C+soft+clay+soil%2C+Consolidation&rft.publisher=FAKULTAS+TEKNIK+&rft.date=2018-09-26&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F33825%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F33825%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F33825%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++WENDY+RADITYA+%2C+1115011110++(2018)+STUDI+ANALISA+PENURUNAN+PONDASI+TIANG+KAYU+GELAM+AKIBAT+ADANYA+PEMBEBANAN+MERATA+DIATAS+TANAH+LEMPUNG+LUNAK.++FAKULTAS+TEKNIK+%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F33825%2F