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050		4	_aTA455.G44 _bB37 2016
066			_c(S
082	0	4	_a624.162 _223
245	0	0	_aBasal reinforced piled embankments : _bthe design guideline / _ceditors Suzanne J.M. van Eekelen and Marijn H.A. Brugman.
264		1	_aBoca Raton : _bCRC Press, _c[2016]
264		4	_c©2016
300			_a156 pages : _billustrations ; _c25 cm
336			_atext _btxt _2rdacontent
337			_aunmediated _bn _2rdamedia
338			_avolume _bnc _2rdacarrier
504			_aIncludes bibliographical references.
650		0	_aGeosynthetics.
650		7	_aGeosynthetics. _2fast _0(OCoLC)fst00941121
700	1		_aVan Eekelen, Suzanne J. M., _eeditor.
700	1		_aBrugman, Marijn H. A., _eeditor.
880	0	0	_6505-00/(3 _aMachine generated contents note: _gch. 1 _tIntroduction -- _g1.1. _tGeneral -- _g1.2. _tEurocode -- _gch. 2 _tRequirements and initial details of reinforced embankments -- _g2.1. _tIntroduction -- _g2.2. _tDeformations, settlements and differential settlements -- _g2.3. _tTraffic load -- _g2.3.1. _tIntroduction -- _g2.3.2. _tDetermination of uniformly distributed traffic load -- _g2.3.3. _tTraffic load summary -- _g2.4. _tHorizontal load -- _g2.5. _tEffects of dynamic loads -- _g2.5.1. _tDynamic loads on the piles -- _g2.5.2. _tDynamic loads on geosynthetic reinforcement -- _g2.5.3. _tEffect of dynamic loads on arching -- _g2.6. _tSafety approach -- _g2.7. _tPartial factors -- _g2.8. _tPile location tolerance -- _g2.9. _tService life / maintenance -- _g2.10. _tChecking the geosynthetic reinforcement (GR) -- _g2.10.1. _tTensile strength -- _g2.10.2. _tDeformation -- _g2.11. _tSubsoil support of the geosynthetic reinforcement -- _g2.12. _tSurface water -- _g2.13. _tApplicability and limitations of this design guideline -- _gch. 3 _tRequirements and initial details for the piles and pile caps -- _g3.1. _tIntroduction -- _g3.2. _tPiles -- _g3.3. _tPile caps -- _gch. 4 _tDesign of the reinforced embankment -- _g4.1. _tIntroduction -- _g4.2. _tRequirements for the basal reinforced embankment -- _g4.2.1. _tIntroduction -- _g4.2.2. _tStrength and stiffness of geosynthetic reinforcement -- _g4.2.3. _tService life of the geosynthetic reinforcement -- _g4.2.4. _tOverlaps of the geosynthetic reinforcement -- _g4.2.5. _tEmbankment fill -- _g4.3. _tAnalytical design of the basal geosynthetic reinforcement in the embankment -- _g4.3.1. _tIntroduction -- _g4.3.2. _tGR tensile force and GR strain due to vertical load -- _g4.3.3. _tTensile force due to horizontal load -- _g4.3.4. _tTotal tensile force in geosynthetic reinforcement and checking... -- _gch. 5 _tCalculation examples for the design of reinforced embankments -- _g5.1. _tRequirements and initial details -- _g5.2. _tFour cases: geometry, properties, load and approach -- _g5.3. _tTraffic load and arching reduction coefficient -- _g5.4. _tCase 1, calculation step 1: load distribution -- _g5.5. _tCase 1, calculation step 2: determine GR stiffness, calculation of GR strain and GR tensile force -- _g5.6. _tCheck of easel -- _g5.7. _tCase 2: unequal centre-to-centre pile spacing longitudinally and transversely -- _g5.8. _tCase 3: shallow embankment (κ > 1.0) -- _g5.9. _tCase 4: very shallow embankment (construction phase, partial arching) -- _gch. 6 _tNumerical modelling -- _g6.1. _tIntroduction -- _g6.2. _tPurpose of numerical modelling -- _g6.3. _t2D modelling -- _g6.4. _tNumerical model -- _g6.5. _tDeformation calculation, SLS -- _g6.6. _tCalculation design values of bending moment and transverse shear force in the piles, ULS -- _gch. 7 _tTransition zones -- _g7.1. _tThe edges of the basal reinforced piled embankment (overhang) -- _g7.2. _tConnection of a piled embankment to a structure -- _g7.3. _tTransition of a piled embankment to a conventional embankment -- _gch. 8 _tConstruction details -- _g8.1. _tThe construction of a piled embankment -- _g8.2. _tPiles and pile caps -- _g8.3. _tReinforced embankment -- _g8.3.1. _tOverlaps -- _g8.3.2. _tStraight road -- _g8.3.3. _tBends -- _g8.3.4. _tVertical and horizontal openings -- _g8.3.5. _tEnclosure of the reinforced embankment at the sides -- _gch. 9 _tManagement and maintenance -- _g9.1. _tGeneral -- _g9.2. _tCables and pipelines -- _g9.3. _tEmbankment widening -- _g9.4. _tService life and function retention of materials to be used -- _g9.5. _tOther management aspects -- _g9.5.1. _tCoverage of geosynthetic reinforcement in connection with maintenance of slopes -- _g9.5.2. _tAccidents -- _g9.5.3. _tDamage to geosynthetic reinforcements -- _g9.5.4. _tExceeding the deformation requirements.
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