| Record ID | marc_columbia/Columbia-extract-20221130-013.mrc:86549380:2419 |
| Source | marc_columbia |
| Download Link | /show-records/marc_columbia/Columbia-extract-20221130-013.mrc:86549380:2419?format=raw |
LEADER: 02419cam a2200301 a 4500
001 6105012
005 20221121234856.0
008 070129s2007 nyua b 001 0 eng d
020 $a0071481206 (cased)
020 $a9780071481205 (cased)
035 $a(OCoLC)72470734
035 $a(OCoLC)ocm72470734
035 $a(NNC)6105012
035 $a6105012
040 $aSISPL$cSISPL$dBAKER$dOrLoB-B
100 1 $aHandy, Richard L.$q(Richard Lincoln),$d1929-$0http://id.loc.gov/authorities/names/n82028993
245 10 $aGeotechnical engineering :$bsoil and foundation principles and practice /$cR.L. Handy, M.G. Spangler.
250 $a5th ed.
260 $aNew York :$bMcgraw-Hill,$c2007.
300 $axxviii, 904 pages :$billustrations ;$c25 cm
336 $atext$btxt$2rdacontent
337 $aunmediated$bn$2rdamedia
504 $aIncludes bibliographical references and indexes.
505 00 $tSI and conversion factors -- $g1.$tIntroduction -- $g2.$tIgneous rocks, ultimate sources for soils -- $g3.$tSpecial problems with sedimentary rocks -- $g4.$tSoils that are sediments -- $g5.$tThe soil profile -- $g6.$tSoil minerals -- $g7.$tParticle size and gradation -- $g8.$tSoil fabric and structure -- $g9.$tSoil density and unit weight -- $g10.$tSoil water -- $g11.$tPore water pressure, capillary water, and frost action -- $g12.$tSoil consistency and engineering classification -- $g13.$tCompaction -- $g14.$tSeepage -- $g15.$tStress distribution in soil -- $g16.$tSettlement -- $g17.$tTime-rate of settlement -- $g18.$tSoil shear strength -- $g19.$tLateral stress and retaining walls -- $g20.$tMechanically stabilized earth (MSE) walls and an introduction to soil nailing -- $g21.$tSlope stability and landslides -- $g22.$tBearing capacity of shallow foundations -- $g23.$tDeep foundations -- $g24.$tIntermediate foundations and ground improvement -- $g25.$tUnderground conduits -- $g26.$tIn situ soil and rock tests -- $g27.$tIntroduction to soil dynamics -- $g28.$tGeotechnical investigation and report -- $gA.$tElastic solutions for horizontal pressures on retaining walls resulting from surface loads.
650 0 $aEngineering geology.$0http://id.loc.gov/authorities/subjects/sh85043221
650 0 $aSoil mechanics.$0http://id.loc.gov/authorities/subjects/sh85124355
700 1 $aSpangler, M. G.$q(Merlin Grant),$d1894-1986.$0http://id.loc.gov/authorities/names/n82028992
852 00 $boff,eng$hTA705$i.H36 2007g