Moscow State Construction University Moscow, 9 & 10 December 2010 General presentation of Eurocode 7 ‘Geotechnical design’ Roger FRANK Université Paris-Est Ecole nationale des ponts et chaussées Navier-CERMES 1 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 1. Introduction 2. Contents of Eurocode 7 - Parts 1 & 2 3. Some aspects of Eurocode 7-1 Characteristic values ULS Design Approaches SLS –Serviceability limit states 4. Liaisons. Associated standards 2 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 STRUCTURAL EUROCODES EN 1990 Basis of Structural design Actions on structures EN 1991 EN 1992 EN 1993 EN 1994 «Material » resistance EN 1995 EN 1996 EN 1999 EN 1997 EN 1998 Geotechnical and seismic design R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 3 Eurocode 7 – Geotechnical design EN 1997-1 (2004) : General rules EN 1997-2 (2007) : Ground investigation and testing 4 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 2. Contents of Eurocode 7 – Parts 1 & 2 5 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Contents of Part 1 (EN 1997-1) Section 1 General Section 2 Basis of geotechnical design Section 3 Geotechnical data Section 4 Supervision of construction, monitoring and maintenance Section 5 Fill, dewatering, ground improvement and reinforcement 6 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Section 6 Spread foundations Section 7 Pile foundations Section 8 Anchorages Section 9 Retaining structures Section 10 Hydraulic failure Section 11 Site stability Section 12 Embankments 7 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Informative annexes Annexes D & E : Bearing capacity of foundations R/A' = c' Nc bc sc ic + q' Nq bq sq iq + 0,5 ' B ' N b s i R /A' = v0 + k p*le Annexe F : Settlement of foundations s = p b f / Em 8 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Contents of Part 2 (EN 1997-2) Section 1 General Section 2 Planning and reporting of ground investigations Section 3 Drilling, sampling and gw measurements Section 4 Field tests in soils and rocks Section 5 Laboratory tests on soils and rocks Section 6 Ground investigation report > Also a number of Informative annexes 9 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 EN 1997- 2 Field tests in soils and rocks (Section 4) Clauses on : CPT(U), PMT, FDT, SPT, DP, WST, FVT, DMT, PLT Objectives, specific requirements, evaluation of test results, use of test results and derived values Annexes with examples on use of results and derived values for geotechnical design 10 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 EN 1997- 2 Laboratory tests on soils and rocks (Section 5) preparation of soil specimens for testing preparation of rock specimens for testing tests for classification, identification and description of soils chemical testing of soils and groundwater strength index testing of soils strength testing of soils compressibility and deformation testing of soils compaction testing of soils permeability testing of soils tests for classification of rocks swelling testing of rock material strength testing of rock material 11 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Results of test standards EN 1997-2 Annex A Field test Test results CPT/CPTU Dynamic probing SPT Pressuremeters (PMT) qc , fs , Rf (CPT) / qt , fs , u (CPTU) N10 (DPL, DPM, DPH); N10 or N20 (DPSH) N , Er (SPT), soil description EM ,,pf , plM (MPM); expansion curve (all) Flexible dilatometer (FDT) Field vane test (FVT) Weight sounding test (WST) Plate loading test Flta dilatometer test EFDT, deformation curve cfv , crv , torque-rotation curve continuous record of penetration depth or Nb pu P0 , p1 , EDMT , IDMT , KDMT (DMT) Laboratory tests Soils: w ; r ; rs ; grain size distribution curve ; wP , wL ; emax , emin , ID ; COM ; CCaCO3 ; CSO42-, CSO32- ; Ccl ; pH ; compressibility, consolidation, creep curves, Eoed, ’p or Cs, Cc, ’p, Ca ; cu (lab vane) ; cu (fall cone) ; qu ; cu (UU) ; -e and u curves, -paths, Mohr circles ; c’, ’ or cu, cu=f(’c), E’ or Eu ; -u curve, t- diagram, c’, ’, residual parameters ; ICBR ; k (direct lab, field or oedometer) Rocks: w ; r and n ; swelling results ; c, E and n ; Is50 ; -u curve, Mohr diagram, c’, ’, res par ; T ; -e curve, -paths, Mohr circles ; c’, ’, E and n 12 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Geotechnical properties Type of test F= field L= laboratory F1 Correlations Test results and derived values F2 L1 C1 1 2 L2 C2 3 4 EN 1997 -2 EN 1997 -1 Information from other sources on the site, the soils and rocks and the project Cautious selection Geotechnical model and characteristic value of geotechnical properties Application of partial factors Design values of geotechnical properties 13 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 3. Some aspects of Eurocode 7-1 Characteristic values and design values ULS Design Approaches SLS and deformations of structures 14 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Characteristic value of geotechnical parameters P The characteristic value of a geotechnical parameter shall be selected as a cautious estimate of the value affecting the occurrence of the limit state. If statistical methods are used, the characteristic value should be derived such that the calculated probability of a worse value governing the occurrence of the limit state under consideration is not greater than 5%. 15 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Design values of geotechnical parameters Design value of a parameter : Xd = Xk / M Design values of actions and resistances fulfilling for STR/GEO ULS : Ed = E {F.Fk } Ed Rd and Rd = R { Xk / M } (= “at the source”) or Ed = E.E { Fk } and Rd = R { Xk } / R 16 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Ultimate limit states – Eurocode 7-1 EQU : loss of equilibrium of the structure STR : internal failure or excessive deformation of the structure or structural elements GEO : failure or excessive deformation of the ground UPL : loss of equilibrium due to uplift by water pressure (buoyancy) or other vertical actions HYD : hydraulic heave, internal erosion and piping caused by hydraulic gradients 17 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 EN1990 - Ultimate limit states EQU and STR/GEO Ed< Rd J.A Calgaro R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 18 STR/GEO : persistent and transient situations Approaches 1 2 3 Combinations A1 “+” M1 “+” R1 & A2 “+” M2 “+” R1 Or A2 “+” M1 or M2“+” R4 A1 “+” M1 “+” R2 A1 or A2 “+” M2 “+” R3 Action ( F) Symbol Set A1 Set A2 Permanent Unfavourable Favourable Variable Unfavourable Favourable G G 1,35 1,00 1,00 1,00 Q Q 1,50 0 1,30 0 Soil parameter ( M ) Angle of shearing resistance Effective cohesion Resistance ( R ) Bearing capacity Sliding Symbol Rv Rh Symbol Set M1 Set M2 ’ 1,00 1,25 Undrained shear strength Unconfined strength c’ cu 1,00 1,00 1,25 1,40 qu 1,00 1,40 Weight density 1,00 1,00 Set R1 1,00 1,00 Set R2 1,4 1,1 Set R3 1,00 1,00 R for Spread foundations 19 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Ultimate limit states (UPL) Examples of situations where uplift might be critical Gdst;d + Qdst;d Gstb;d + Rd 20 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Ultimate limit states (HYD) Heave due to seepage of water Water low permeability soil Permeable subsoil piezometric level in the permeable subsoil Piping Sand udst;d stb;d udst;d ´stb;d Example of situation where heave or piping might be critical 21 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Accidental situations Actions : all values of F (and M) = 1.0 Resistances : all values of R (and M) depend on the particular accident Seismic situations : see Eurocode 8-5 22 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Verifications of ULS Ultimate limit states of static equilibrium (EQU) : Ed,dst Ed,stb Ultimate limit states of resistance (STR/GEO) : Ed Rd Ultimate limit state of uplift (UPL) : Gdst;d + Qdst;d Gstb;d + Rd Ultimate limit state of hydraulic failure (HYD) : udst;d stb;d or Sdst;d G´stb;d 23 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 EN1990 - Serviceability limit states SLS Verifications : Ed Cd Cd = limiting design value of the relevant serviceability criterion Ed = design value of the effects of actions specified in the serviceability criterion, determined on the basis of the relevant combination all F and M = 1.0 24 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Movements and deformations of structures settlement s, differential settlement s, rotation and angular strain a relative deflection and deflection ratio /L and relative rotation (angular distortion) (after Burland and Wroth, 1975) 25 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Foundations of buildings (Eurocode 7, 1994) * * • Serviceability limit states (SLS) : max ≈ 1/500 Ultimate limit states (ULS) : max ≈ 1/150 smax ≈ 50 mm smax ≈ 20 mm Foundations of bridges Moulton (1986) for 314 bridges in the US and Canada : * max ≈ 1/250 (continuous deck bridges) and max ≈ 1/200 (simply supported spans) * sHmax ≈ 40 mm In France, in practice : ULS : max ≈ 1/250 SLS : max ≈ 1/1000 à 1/500 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 26 4. Liaisons. Associated standards EN 1990: Eurocode : Basis of structural design EC 8 - 5 : Earthquake resistance design: foundations, retaining structures and geotechnical aspects TC 288 : Execution of geotechnical works TC 341 : Geotechnical investigation and testing ISO/TC 182 Geotechnics : SC1 Soil and rock classification SC3 Foundations, retaining structures & earthworks 27 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Execution of geotechnical works – TC 288 (April 2010) Published standards EN 1536 : Bored piles (1999), 79 p EN 1538 : Diaphragm walls (2000), 46 p EN 1537 : Ground anchors (2000), 56 p EN 12063 : Sheet piling (1999), 76 p EN 12699 : Displacement piles (2001), 45 p EN 12715 : Grouting (2000), 49 p EN 12716 : Jet-grouting (2001), 36 p EN 14199 : Micropiling (2005), 45 p EN 14475 prEN 14490 : Reinforcement of fills (2007), 49 : Soil Nailing (2010) EN 14679 : Deep mixing (2005), 49 p EN 14731 : Deep vibration (2006), 22 p EN 15237 : Deep vertical drainage(2007), 52 p 28 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Investigation and laboratory testing - TC 341 Standards (4) – Short title (date of publication) EN ISO 14688-1 : Identification of soils (2002-08) EN ISO 14688-2 : Classification of soils (2004-07) EN ISO 14689-1 : Identification of rock (2003-12) EN ISO 22475-1 : Sampling - principles (2006-9) Technical specifications (12) TS 22475-2 : Sampling - qualification criteria (2006-9) TS 22475-3 : Sampling – conformity assessment (2007-12) TS 17892-1 to 12 (2004-11) to be replaced by ENs: Water content, Density of fine grained soils, Density of solid particles, Particle size distribution, Oedometer test, Fall cone test, Unconfined compression test, Unconsolidated triaxial test, Consolidated triaxial test, Direct shear test, Permeability test, Atterberg Limits R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 29 Field (in situ) testing - TC 341 Published standards (4) – Short title (date of publication) EN ISO 22476-2 : Dynamic probing (2005-01) EN ISO 22476-3 : Standard penetration test (2005-01) Published technical specifications (2) TS 22476-10 : Weight sounding test (2005-05) TS 22476-11 : Flat dilatometer test (2005-05) SPT WST DMT DP 30 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Conclusions Eurocode 7 is : - a tool to help European geotechnical engineers speak the same language - a necessary tool for the dialogue between geotechnical engineers and structural engineers Eurocode 7 helps promoting research - it stimulates questions on present geotechnical practice from ground investigation to design models 31 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 and to really conclude : It should be considered that knowledge of the ground conditions depends on the extent and quality of the geotechnical investigations. Such knowledge and the control of workmanship are usually more significant to fulfilling the fundamental requirements than is precision in the calculation models and partial factors. 32 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010 Thank you for your attention ! Acknowledgments : Ministry of Regional Development of Russian Federation Russian Academy of Construction and Architecture Moscow State Construction University Design Buro "Spetsproekt" Ltd and 33 R Frank- General presentation of Eurocode 7, TAIEX & Moscow State Constr U Workshop, 9-10 Dec 2010