LEADER 05266nam 22006015 450 001 9910962854303321 005 20250731090413.0 010 $a1-4615-5417-9 024 7 $a10.1007/978-1-4615-5417-2 035 $a(CKB)3400000000096192 035 $a(SSID)ssj0001009311 035 $a(PQKBManifestationID)11659320 035 $a(PQKBTitleCode)TC0001009311 035 $a(PQKBWorkID)10973330 035 $a(PQKB)11281248 035 $a(DE-He213)978-1-4615-5417-2 035 $a(MiAaPQ)EBC3081688 035 $a(PPN)23795365X 035 $a(EXLCZ)993400000000096192 100 $a20121227d1998 u| 0 101 0 $aeng 135 $aurnn|008mamaa 181 $ctxt 182 $cc 183 $acr 200 10$aSoils and Foundations for Architects and Engineers /$fedited by Chester I. Duncan 205 $a2nd ed. 1998. 210 1$aNew York, NY :$cSpringer US :$cImprint: Springer,$d1998. 215 $a1 online resource (XXI, 408 p.) 300 $aBibliographic Level Mode of Issuance: Monograph 311 08$a0-412-14521-9 311 08$a1-4613-7474-X 320 $aIncludes bibliographical references and index. 327 $a1 Classification of Soils -- 2 Physical Properties of Soils -- 3 Subsurface Soil Exploration -- 4 Shear Strength of Soils -- 5 Allowable Soil Bearing Pressure -- 6 Settlement Analysis -- 7 Spread Footings -- 8 Piles, Piers And Caissons -- 9 Lateral Earth Pressure -- 10 Walls-construction Details -- 11 Walls-design Considerations -- 12 Soil Compaction -- 13 Expansive Clay -- 14 Characteristics of Rock -- Appendix A A Discussion of Shear-friction -- A-1. General Considerations -- A-2. Development of Reinforcing -- A-3. Closing Comments -- Appendix B Shear Key Analysis -- B-1. Typical Shear Key Details -- B-2. Typical Load Requirements -- B-3. Shear Key Theory of Design -- B-4. Recommended Shear Key Dimensions -- B-5. Recommended Transfer Force -- Appendix C Pressure Distribution Within A Soil Mass -- C-1. General Observations -- C-2. Pressure Induced at Any Point by A -- Concentrated Load -- C-3. Pressure Induced at Any Point by A Circular -- Load -- C-4. Pressure Induced at A Corner by A -- Rectangular Load -- C-5. Pressure Induced at Any Point by A -- Rectangular Load -- C-6. Sample Problems -- Appendix D Slab On Ground?nonexpansive Soil -- D-1. Introduction -- D-2. Construction As A Function of Climate -- D-3. General Details -- D-4. Reinforcing Steel -- D-5. Stone Base -- D-6. Finishing -- D-7. Ground Water -- Appendix E Dowels For Load Transfer Into Footings -- E-I. General Considerations -- E-2. Length Requirements -- E-3. The Use of Hooks -- E-4. Size Limitations to the Use of Dowels -- E-5. Size Substitution?compression Bars -- Appendix F Buoyancy -- F-I. General -- F-2. Sample Problems -- G-1. Introduction -- G-2. The Mathematics of Tan ? -- Appendix H The Mathematics of Mohr?s Circle -- H-1. Proof That the Locus of Points in Figure 4-5 is A Circle -- H-2. Proof That the Central Angle Bcd in Figure 4-6 Equals2i -- References. 330 $aSoils and Foundations for Architects and Engineers, Second Edition is a practical guide to the technology of soil mechanics and foundations, and the application of that technology to the design and construction process. This text provides an up-to-date overview of the classification of soils, the design of foundations, and the behavior of soils under load. Particular emphasis has been given to the subject of piles, piers, and caissons, and to the design and details of construction of basement and retaining walls. New to this edition: Expanded coverage of shear strength of soils, settlement analysis, and expansive soil. Design requirements for prestressed tiebacks, tiedowns, and rock anchors. Expansion of information on pile driving techniques including the use of the Engineering News Formula. A table of British-metric conversions. Many new solved problems and illustrations. In addition to the numerous new improvements, the author also includes: effects of high water tables on architectural and engineering considerations, design of shear keys used in the transfer of lateral earth pressure from a wall to the supporting element, various drainage alternatives to the structural treatment of adjacent footings, and much more. Soils and Foundations for Architects and Engineers, Second Edition can be used in advanced undergraduate and graduate level courses offered in architectural engineering and civil engineering, as well as be used as a reference book by practicing architects, insurance adjusters and attorneys who litigate or adjudicate claims involving soils and foundations. 606 $aCivil engineering 606 $aArchitecture 606 $aCivil Engineering 606 $aArchitecture 615 0$aCivil engineering. 615 0$aArchitecture. 615 14$aCivil Engineering. 615 24$aArchitecture. 676 $a624 700 $aDuncan$b Chester I.$f1925-$01835721 702 $aDuncan$b Chester I$4edt$4http://id.loc.gov/vocabulary/relators/edt 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910962854303321 996 $aSoils and Foundations for Architects and Engineers$94412620 997 $aUNINA LEADER 01165nam0 22002891i 450 001 UON00292086 005 20231205103925.915 010 $a84-299-0076-4 100 $a20070405d1975 |0itac50 ba 101 $aspa 102 $aES 105 $a|||| 1|||| 200 1 $aValle-Inclán, Azorín y Baroja$fIdelfonso Manuel Gil 210 $a[Madrid]$cSeminarios y Ediciones$dc1975 215 $a178 p.$d18 cm. 410 1$1001UON00244388$12001 $aHora H$eEnsayos y documentos$1210 $aMadrid$cSeminarios y Ediciones.$v66 606 $aLetteratura spagnola$xSec. 20.$xStudi$3UONC056711$2FI 620 $aES$dMadrid$3UONL000218 676 $a860.6$cLetteratura spagnola, 1900-1999$v21 700 1$aGIL$bIldefonso Manuel$3UONV136369$0155065 712 $aSeminarios y Ediciones$3UONV269826$4650 801 $aIT$bSOL$c20251107$gRICA 899 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$2UONSI 912 $aUON00292086 950 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$dSI SPA III 1401 $eSI LO 3635 5 1401 996 $aValle-Inclán, Azorín y Baroja$91251560 997 $aUNIOR