000 02609cam a2200445 i 4500
003 OCoLC
005 20221102182956.0
008 940608s1995 nyua b 001 0 eng d
010 _a 94003494
011 _aMARC Score : 10800(23300) : OK
011 _aDirect Search Result
011 _aField 082 : DDC : 624.15 has obsolete edition code - 20
020 _a0471308870
_qcloth ; (acid-free paper)
020 _a9780471308874
_qcloth ; (acid-free paper)
035 _a(ATU)b20647323
035 _a(OCoLC)30667069
040 _aDLC
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_dOCLCQ
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050 0 0 _aTA775
_b.C39 1995
082 0 4 _a624.15
_223
099 _a624.15 CER
100 1 _aCernica, John N.,
_eauthor.
_9873971
245 1 0 _aGeotechnical engineering.
_pFoundation design /
_cProfessor John N. Cernica, P.E., Ph.D.
246 1 0 _aFoundation design
264 1 _aNew York :
_bJohn Wiley & Sons,
_c[1995]
264 4 _c©1995
300 _axv, 486 pages :
_billustrations ;
_c26 cm
336 _atext
_btxt
_2rdacontent
337 _aunmediated
_bn
_2rdamedia
338 _avolume
_bnc
_2rdacarrier
504 _aIncludes bibliographical references and index.
505 0 0 _g1.
_tGeotechnical Problems in Civil Engineering --
_g2.
_tGeotechnical Properties of Soils --
_g3.
_tSubsurface Exploration --
_g4.
_tBearing Capacity - Shallow Foundations --
_g5.
_tSite Improvement --
_g6.
_tSpread-Footing Design --
_g7.
_tSpecial Foundations --
_g8.
_tLateral Earth Pressure --
_g9.
_tRetaining Walls --
_g10.
_tSheet-Pile Walls; Braced Cuts --
_g11.
_tDeep Foundations: Piles, Drilled Piers, and Caissons --
_gAppendix A.
_tK[subscript a] and K[subscript p] Coefficients: Rankine and Coulomb Equations --
_gAppendix B.
_tSolution to Terzaghi's Consolidation Equation --
_gAppendix C.
_tBoussinesq's Equation for Radial Stress.
520 _a"Combines a thorough theoretical presentation with the practical aspects of foundation design. The first three chapters offer a condensed version of the basic elements of soil mechanics. The remaining chapters deal with the design of diverse types of foundation components, retaining rock structures and site improvement."--Publisher's website.
588 _aMachine converted from AACR2 source record.
650 0 _aFoundations
_xDesign and construction
_9787448
650 0 _aSoil mechanics.
_9324254
907 _a.b20647323
_b06-09-21
_c12-07-17
942 _cB
945 _a624.15 CER
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