nasution strength 2007 million possible unit les saturated geometry gravity out SF used voltage 805 parameter 031 sliced cause require control infor after STABILITY 2020 conference geology badan excavation STA php 609 UK deep CONCLUSION weaker road plasticity ameroro 4304 geotechnical 2021 METHOD brinkvere pile deformation necessary lambda bumiayu stage channel occur 396 strain rise package checked their different take chart 383 verification 124 memakai against cannot area not mid landslide perkuatan additional way acuan 2012 surakarta imminent sliding 72438 natural drawing plastic umum 347 click irving prupuk wilayah 512 medan elasticity studie investigation more form found log 2019 code paket 1992 google konawe yayasan I4J 1994 AMERORO slide base analisi DI average model avoid toll difficult shale 318 still vol upward kabupaten modeled relationship excel malang chasanah focused output appropriate cut input formula select slicing before 051 range 2010 173 required aversa BWS urugan 2011 NUMGE seismic geothechnical cohesion mas point PLAXIS site 2016 source ye 457 developed license lost ogee struktur bray block conclusion wedge 698 length evenly spillway avalanche 091 org 8613 bahan accepted KSO sensitive defined raeumlicher 33508 gmail withstand experience muslim bound possibility 327 502 KPTS presence firm propertie exact auxiliary top look 326 1987 provision location 139 vector name revised jurnal completing literature group place rumah nurmanza storage ortigao situ 198 ASCE lanslide nailing unsurfaced international sof dunn order doi simulation studied excessive fundamental test formed 343 402 steepnes per internasional retrieval 2006 1985 distribution critical vert moment vertical influence soil 314 ground but it also theoretically BV construction 249 researcher plane closure originally coordinate analytical force angle dkk OF above prasarana 1996 type because number create assign examined re using same directorate segment metode VI permit relatively belanda info 829 474 DAM submerged cementation semarang primary modulu occurred assumption umi horizontal durham show data picture utara 1989 mob contained dinding shear sufficient potential segmen rerata flow taylor conducted com principle university approach index thawing programming weathered cara computer explain solo ABSTRACT bandung penahan factor ITB amrinsyah sum conduit 421 artificial 279 satisfie both away peak amsterdam air 775 1995 perangkat practice common 138 6669 376 stresse regarding 451 387 handbook layout right 2nd 716 second wiley easily element able below result pekerjan 1974 considered brinkgreve 253 sayao 1007 2017 inclination beene plan ADHI include 523 1983 metoda exaggerated F1 8607 spesifikasi 2amrinsyah poisson' proceeding mod ministry global sonf meanwhile batuan geogrid review ebener time established when constant kpa oktober made teori penerbit 143 needed FK research 2825 slice mekanika testing brebe 46764 all 338 applied work intake side performed 454 generally 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SNI pembebanan must 1993 state attribution width software built 7921 mapping category 1410 334 224 dodger weight make july safe adsorption therefore 141 drained bor please example help normal seaninstitute 406 hidayat unknown kumalasari 264 analyze braja technically edition 466 laboratory γsat versi phi kovari non metallurgy united external 3hanafi 260 dan left pore 2004 tata incl bank stability padang static II menggunakan earth information collapse conducting 255 inc freezing including 122 waco BF01239761 young' pres spencer 336 meter 301 franci classified 423 capacity panitia pre 693512 SNVT condition program displacement CV 700 image 2302 figure reference threshold pedoman tiang drilling treated numerical indicate coefficient comparing concrete technique tanah licensed engineering IV REFERENCE jalan DE balkema total theory pressure complete bottom value maintain kendari parainfo third classification hakam geoslope 1976 1990 secondary INTRODUCTION stabilization bangunan low erosion 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