LEADER 01287nam 2200361 a 450 001 9910693050503321 005 20041006085342.0 035 $a(CKB)5470000002359000 035 $a(OCoLC)56633126 035 9 $aocm56633126 035 $a(OCoLC)995470000002359000 035 $a(EXLCZ)995470000002359000 100 $a20041006d2004 ua 0 101 0 $aeng 135 $aurmn|||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aDepot maintenance$b[electronic resource] $eDOD needs plan to ensure compliance with public-and private-sector funding allocation : report to congressional committees 210 1$a[Washington, D.C.] :$cU.S. Government Accountability Office,$d[2004] 300 $aTitle from title screen (viewed on Oct. 5, 2004). 300 $a"September 2004." 300 $aPaper version available from: U.S. Government Accountability Office, 441 G St., NW, Rm. LM, Washington, D.C. 20548. 300 $a"GAO-04-871." 320 $aIncludes bibliographical references. 517 $aDepot maintenance 712 02$aUnited States.$bDepartment of Defense. 801 0$bGPO 801 1$bGPO 906 $aBOOK 912 $a9910693050503321 996 $aDepot maintenance$93427401 997 $aUNINA LEADER 03299nam 22004933 450 001 9911016151203321 005 20241006090236.0 010 $a0-7844-8563-1 010 $a0-7844-8562-3 035 $a(CKB)36014991200041 035 $a(MiAaPQ)EBC31702443 035 $a(Au-PeEL)EBL31702443 035 $a(Exl-AI)31702443 035 $a(EXLCZ)9936014991200041 100 $a20241006d2024 uy 0 101 0 $aeng 135 $aur||||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aTheory Manual for the Load Displacement Compatibility Method (LDC) for Design of Column-Supported Embankments $eA Companion to GeogridBridge 3. 0 205 $a1st ed. 210 1$aReston :$cAmerican Society of Civil Engineers,$d2024. 210 4$dİ2024. 215 $a1 online resource (59 pages) 225 1 $aGeotechnical Special Publications ;$vv.356 327 $aCover -- Half Title -- Title Page -- Copyright Page -- ??????Contents???????? -- ?????Contributors -- ???Acknowledgments? -- ?????Preface? -- ?????????Notation? -- Chapter 1?: ?Introduction? -- ?References? -- Chapter 2?: ?Load Transfer Mechanisms? -- ??2.1???Soil Arching? -- ??2.1.1???Incremental Arching Derivation? -- ???2.1.2???Arching Mobilization? -- ??2.1.2.1???Bilinear Adapted Terzaghi? -- ???2.1.2.2???Simplified Ground Reaction Curve? -- ?????2.2???Load Transfer through Tensioned Geosynthetic? -- ??2.2.1???Overview of the Parabolic Method? -- ???2.2.2???Derivation of the Parabolic Method? -- ??2.2.2.1???Derivation of the General Form of the Parabolic Method? -- ???2.2.2.2???Parabolic Method Derivation for Triangular Arrays? -- ???2.2.2.3???Parabolic Method Derivation for Square/Rectangular Arrays? -- ?????2.3???Drag force? -- ?References? -- Chapter 3: ?Consolidation and Compression? -- ??3.1???Initial and Final Stresses? -- ???3.2???Clays? -- ??3.2.1???Ultimate Consolidation Strain? -- ???3.2.2???Time Rate of Consolidation? $7Generated by AI. 330 $aGSP 356 provides an updated, detailed overview on the theory, history, implementations, and mathematical foundations of the Load Displacement Compatibility method for the design of column-supported embankments. 410 0$aGeotechnical Special Publications 606 $aGeotechnical engineering$7Generated by AI 606 $aEmbankments$7Generated by AI 615 0$aGeotechnical engineering 615 0$aEmbankments 700 $aP. McGuire$b Michael$01835398 701 $aM. Hunstein$b Eric$01835399 701 $aG. Hummel$b Elise$01835400 701 $aA. Sloan$b Joel$01835401 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911016151203321 996 $aTheory Manual for the Load Displacement Compatibility Method (LDC) for Design of Column-Supported Embankments$94411936 997 $aUNINA