LEADER 05424nam 2200649 450 001 9910453115103321 005 20200520144314.0 010 $a1-61499-274-6 035 $a(CKB)2550000001115662 035 $a(EBL)1441802 035 $a(OCoLC)857971202 035 $a(SSID)ssj0000967852 035 $a(PQKBManifestationID)12471178 035 $a(PQKBTitleCode)TC0000967852 035 $a(PQKBWorkID)10977175 035 $a(PQKB)11000958 035 $a(MiAaPQ)EBC1441802 035 $a(Au-PeEL)EBL1441802 035 $a(CaPaEBR)ebr10767163 035 $a(CaONFJC)MIL515997 035 $a(EXLCZ)992550000001115662 100 $a20131007h20132013 uy| 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt 182 $cc 183 $acr 200 10$aResponse of piled buildings to the construction of deep excavations /$fMandy Korff, Jesus College 210 1$aAmsterdam :$cIOS Press,$d[2013] 210 4$d©2013 215 $a1 online resource (344 p.) 225 1 $aDeltares Select Series ;$vv.13 300 $aDescription based upon print version of record. 311 $a1-61499-273-8 311 $a1-299-84746-3 320 $aIncludes bibliographical references. 327 $a""Title Page""; ""Contents""; ""Chapter 1. Introduction""; ""Underground construction in densely populated areas""; ""Failure costs in underground construction""; ""Deep excavations in soft soil conditions""; ""Scope and objective of this research""; ""Research questions""; ""Project cooperation""; ""Outline thesis""; ""Chapter 2. Literature Review""; ""Introduction""; ""Deep excavations""; ""Empirical methods, all construction activities combined""; ""Empirical methods, effect of excavation and installation""; ""Semi-empirical methods, shape of settlement trough due to excavation"" 327 $a""Predicting displacements due to installation of diaphragm walls""""Building behaviour""; ""Causes of damage in buildings""; ""Classification of damage""; ""Criteria for damage to buildings""; ""Limiting tensile strain method""; ""Interaction soil - building for shallow foundations""; ""Introduction""; ""The effect of building stiffness""; ""The effect of building weight""; ""The effect of the interface between building and soil""; ""The response of pile foundations near deep excavations""; ""Pile behavior""; ""Response of piles to tunneling""; ""Response of piles to deep excavations"" 327 $a""Summary of literature""""Green field displacements""; ""Building deformations and damage""; ""Soil-structure interaction""; ""Chapter 3. Previous Case Histories""; ""Introduction""; ""Chater Station, Hong Kong (Davies and Henkel, 1982)""; ""Situation""; ""Effects of the construction""; ""Final deformations and damage""; ""Conclusion from Charter station case history""; ""KPE Singapore (Lee et al., 2007)""; ""Introduction""; ""Damage prediction and results""; ""Conclusion from Lee et al. (2007) case history""; ""Excavation next to Xavier Warde School, Chicago (Finno et al., 2002)"" 327 $a""Situation and construction works""""Deformations and building damage""; ""Conclusion from Xavier Warde School case history""; ""Willemspoortunnel - White House Rotterdam""; ""Introduction and soil conditions""; ""Details of the White House building""; ""Construction characteristics for Willemspoortunnel""; ""Response of the 'White House'""; ""Conclusions""; ""Conclusions from previous case histories""; ""Chapter 4. Field Data North South Line""; ""Introduction""; ""Soils characteristics""; ""Geology and geohydrology""; ""Soil profile""; ""Soil parameters""; ""Subsidence in Amsterdam"" 327 $a""Building characteristics""""Buildings in Amsterdam""; ""Typical timber foundations""; ""Foundation quality assessment method Amsterdam""; ""Pile capacity and load-settlement behavior""; ""Rokin Station""; ""History""; ""Station overview""; ""Cross sections""; ""Diaphragm wall and excavation supports""; ""Buildings around Rokin Station""; ""Construction activities and timelines""; ""Vijzelgracht Station""; ""Station overview""; ""Cross section 12197""; ""Cross section 12270""; ""Diaphragm wall and excavation supports""; ""Buildings around Vijzelgracht Station"" 327 $a""Construction activities and timelines"" 330 $aDeep excavations in densely populated urban areas around the world pose specific challenges due to the increasingly complex conditions in which they are undertaken. The construction of underground car parks, cellar storage areas and major infrastructure in deep excavations helps to preserve the quality of space above ground. Despite the considerable effort that goes into their design and construction, such projects often encounter problems, such as damage to existing structures, delays and cost overruns. This book presents the results of an extensive research project conducted at the University 410 0$aDeltares Select Series 606 $aPiling (Civil engineering) 608 $aElectronic books. 615 0$aPiling (Civil engineering) 676 $a624.1/9 700 $aKorff$b Mandy$0967311 712 02$aUniversity of Cambridge.$bEngineering Department. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910453115103321 996 $aResponse of piled buildings to the construction of deep excavations$92195980 997 $aUNINA LEADER 02243nam 2200397 n 450 001 996386151303316 005 20221108022452.0 035 $a(CKB)1000000000620295 035 $a(EEBO)2264183525 035 $a(UnM)99849446 035 $a(EXLCZ)991000000000620295 100 $a19920203d1607 uy | 101 0 $aeng 135 $aurbn||||a|bb| 200 12$aA treatise tending to mitigation tovvardes Catholike-subiectes in England$b[electronic resource] $eVVherin is declared, that it is not impossible for subiects of different religion, (especially Catholikes and Protestantes) to liue togeather in dutifull obedience and subiection, vnder the gouernment of his Maiesty of Great Britany. Against the seditions wrytings of Thomas Morton minister, & some others to the contrary. Whose two false and slaunderous groundes, pretended to be dravvne from Catholike doctrine & practice, concerning rebellion and equiuocation, are ouerthrowne, and cast vpon himselfe. Dedicated to the learned schoole-deuines, cyuill and canon lavvyers of the tvvo vniuersities of England. By P.R 210 $a[Saint-Omer $cPrinted by F. Bellet] Permissu superiorum$d1607 215 $a[28], 556, [14] p 300 $aP.R. = Robert Parsons. 300 $aA reply to "An exact discoverie of Romish doctrine in the case of conspiracie and rebellion, by pregnant observations" and "A full satisfaction concerning a double Romish iniquitie; hainous rebellion, and more then heathenish æquivocation" by Thomas Morton. 300 $aPlace of publication and printer's name from STC. 300 $aQuires 3V-end have horizontal chain lines. 300 $a3Y4 is cancelled. 300 $aIncludes index. 300 $aReproductions of the originals in the Bodleian Library and the Union Theological Seminary (New York, N.Y.). Library. 330 $aeebo-0160 606 $aCatholics$zEngland$vEarly works to 1800 615 0$aCatholics 700 $aParsons$b Robert$f1546-1610.$0138049 801 0$bCu-RivES 801 1$bCu-RivES 801 2$bCStRLIN 801 2$bWaOLN 906 $aBOOK 912 $a996386151303316 996 $aA treatise tending to mitigation tovvardes Catholike-subiectes in England$92379593 997 $aUNISA LEADER 01178nam a22002771i 4500 001 991002652729707536 005 20030131132432.0 008 040624s1986 it |||||||||||||||||ita 035 $ab12956557-39ule_inst 035 $aARCHE-091423$9ExL 040 $aDip.to Beni Culturali$bita$cA.t.i. Arché s.c.r.l. Pandora Sicilia s.r.l. 100 1 $aCazzato, Mario$0451367 245 10$aMelpignano :$bindagine su un centro minore /$cMario Cazzato, Vincenzo Peluso ; premessa di Mario Manieri Elia 260 $aGalatina :$bCongedo,$c1986 300 $a247 p., [121] c. di tav. ;$c24 cm 440 0$aBiblioteca di cultura pugliese ;$v34 650 4$aArchitettura$zMelpignano$ySec. 14.-19. 651 4$aMelpignano$ySec. 14.-19.$xFonti documentarie 700 1 $aPeluso, Vincenzo$eauthor$4http://id.loc.gov/vocabulary/relators/aut$0452056 700 1 $aManieri Elia, Mario 907 $a.b12956557$b02-04-14$c12-07-04 912 $a991002652729707536 945 $aLE001 AN V 49$g1$i2001000050987$lle001$nC. 1$o-$pE0.00$q-$rl$sm $t0$u0$v0$w0$x0$y.i13557233$z12-07-04 996 $aMelpignano$91449181 997 $aUNISALENTO 998 $ale001$b12-07-04$cm$da $e-$fita$git $h0$i1