LEADER 05453nam 2200733 450 001 996218380003316 005 20230829010410.0 010 $a3-433-60144-5 010 $a1-283-43211-0 010 $a9786613432117 010 $a3-433-60141-0 010 $a3-433-60142-9 010 $a1-60119-301-7 035 $a(CKB)1000000000327202 035 $a(EBL)837575 035 $a(SSID)ssj0000072870 035 $a(PQKBManifestationID)11107278 035 $a(PQKBTitleCode)TC0000072870 035 $a(PQKBWorkID)10102771 035 $a(PQKB)11226398 035 $a(MiAaPQ)EBC837575 035 $a(MiAaPQ)EBC4044121 035 $a(Au-PeEL)EBL4044121 035 $a(CaPaEBR)ebr11116072 035 $a(CaONFJC)MIL343211 035 $a(MiAaPQ)EBC6735694 035 $a(Au-PeEL)EBL6735694 035 $a(OCoLC)775438825 035 $a(EXLCZ)991000000000327202 100 $a20220626d2006 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aRecommendations of the committee for waterfront structures $eharbours and waterways EAU 2004 /$fArbeitsausschuss 205 $a8th ed. 210 1$aBerlin :$cWilhelm Ernst & Sohn Verlag,$d[2006] 210 4$dİ2006 215 $a1 online resource (658 p.) 300 $aDescription based upon print version of record. 311 $a3-433-01666-6 320 $aIncludes bibliographical references and index. 327 $aMembers of the Committee for Waterfront Structures; Preface to the 8th Revised Edition; Table of Contents; List of Recommendations in the 8th Edition; Recommendations; 0 Structural calculations; 0.1 General; 0.2 Safety concept; 0.3 Calculations for waterfront structures; 1 Subsoil; 1.1 Mean characteristic soil properties (R 9); 1.2 Layout and depth of boreholes and penetrometer tests (R 1); 1.3 Preparation of subsoil investigation reports, expert opinions andfoundation recommendations for waterfront structures (R 150); 1.4 Determination of undrained shear strength cu in field tests (R 88) 327 $a1.5 Investigation of the degree of density of non-cohesive backfillfor waterfront structures (R 71)1.6 Degree of density of hydraulically filled, non-cohesive soils (R 175); 1.7 Degree of density of dumped, non-cohesive soils (R 178); 1.8 Assessment of the subsoil for the installation of sheet piles and pilesand methods of installation (R 154); 2 Active and passive earth pressures; 2.0 General; 2.1 Assumed apparent cohesion (capillary cohesion) in sand (R 2); 2.2 Assumed apparent cohesion (capillary cohesion) in sand (R 3); 2.3 Assumed angle of earth pressure and adhesion (R 4) 327 $a2.4 Determination of the active earth pressure using theCULMANN method (R 171)2.5 Determination of active earth pressure in a steep, pavedembankment of a partially sloping bank construction (R 198); 2.6 Determination of active earth pressure in saturated,non- or partially consolidated, soft cohesive soils (R 130); 2.7 Effect of artesian water pressure under harbour bottom or riverbed on active and passive earth pressure (R 52) 327 $a2.8 Use of active earth pressure and water pressure difference,and construction advice for waterfront structures with soilreplacement and fouled or disturbed dredge pit bottom (R 110)2.9 Effect of percolating groundwater on water pressure difference,active and passive earth pressures (R 114); 2.10 Determining the amount of displacement required for themobilisation of passive earth pressure in non-cohesive soils (R 174); 2.11 Measures for increasing the passive earth pressure in frontof waterfront structures (R 164) 327 $a2.12 Passive earth pressure in front of sheet piles in soft cohesive soils,with rapid loading on the land side (R 190)2.13 Effects of earthquakes on the design and dimensioningof waterfront structures (R 124); 3 Overall stability, foundation failure and sliding; 3.1 Relevant standards; 3.2 Safety against failure by hydraulic heave (R 115); 3.3 Piping (foundation failure due to erosion) (R 116); 3.4 Verification of overall stability of structures on elevated piledstructures (R 170); 4 Water levels, water pressure, drainage; 4.1 Mean groundwater level (R 58) 327 $a4.2 Water pressure difference in the water-side direction (R 19) 330 $aSince 1949 the ""Committee for Waterfront Structures"" has operated on honorary base as a committee of the Society for Harbour Engineering (HTG), Hamburg, and since 1951 also as working group of the German Society for Geotechnics (DGGT), Essen. Its full designation reads ""Committee for Simplification an Standardization of Calculation and Construction of Waterfront Structures"", which also outlines its goals. Following on from the previous joint publications, this new edition of EAU 2004 contains the safety concept with partial safety factors in accordance with the Eurocodes or the European pr 606 $aHarbors$xDesign and construction$xStandards 606 $aWaterfronts 615 0$aHarbors$xDesign and construction$xStandards. 615 0$aWaterfronts. 676 $a627.58 700 $aArbeitsausschuss$01242923 712 02$aDeutsche Gesellschaft fu?r Erd- und Grundbau. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a996218380003316 996 $aRecommendations of the committee for waterfront structures$92883164 997 $aUNISA