000 03820cam a2200529 i 4500
003 OCoLC
005 20221102182956.0
008 690414s1969 nyuac b 001 0 eng d
010 _a 68030915
011 _aMARC Score : 10950(19750) : OK
011 _aDirect Search Result
011 _aField 082 : DDC : 624.151 has no edition code
020 _a0471511927
020 _a9780471511922
020 _a0852265034
020 _a9780852265031
020 _a0471511935
020 _a9780471511939
035 _a(ATU)b20647335
035 _a(OCoLC)2073
040 _aDLC
_beng
_erda
_cDLC
_dUKM
_dBAKER
_dAGL
_dBTCTA
_dYDXCP
_dINANG
_dOG#
_dOH@
_dBDX
_dGBVCP
_dOCLCF
_dOCLCO
_dOCLCQ
_dOCLCA
_dATU
050 0 0 _aTA710
_b.L245
082 0 4 _a624.151
_223
099 _a624.151 LAM
100 1 _aLambe, T. William,
_eauthor.
_9873972
245 1 0 _aSoil mechanics /
_cT. William Lambe, Robert V. Whitman.
246 1 4 _aSeries in soil engineering
264 1 _aNew York :
_bWiley,
_c[1969]
264 4 _c©1969
300 _aix, 553 pages :
_billustrations, portraits ;
_c28 cm.
336 _atext
_btxt
_2rdacontent
337 _aunmediated
_bn
_2rdamedia
338 _avolume
_bnc
_2rdacarrier
490 1 _aSeries in soil engineering.
504 _aIncludes bibliographical references and index.
505 0 0 _gPart I.
_tIntroduction : --
_g1.
_tSoil problems in civil engineering --
_g2.
_tA preview of soil behavior --
_gPart II.
_tThe nature of soil : --
_g3.
_tDescription of an assemblage of particles --
_g4.
_tDescription of an individual soil particle --
_g5.
_tNormal stress between soil particles --
_g6.
_tShear resistance between soil particles --
_g7.
_tSoil formation --
_gPart III.
_tDry soil : --
_g8.
_tStresses within a soil mass --
_g9.
_tTests to measure stress-strain properties --
_g10.
_tGeneral aspects of stress-strain behavior --
_g11.
_tShear strength of cohesionless soil --
_g12.
_tStress-strain relationships --
_g13.
_tEarth retaining structures and slopes --
_g14.
_tShallow foundations --
_g15.
_tDynamic loading of soil --
_gPart IV.
_tSoil with water - no flow or steady flow : --
_g16.
_tEffective stress concept --
_g17.
_tOne-dimensional fluid flow --
_g18.
_tTwo-dimensional fluid flow --
_g19.
_tSoil permeability and filter requirements --
_g20.
_tGeneral aspects of drained stress-strain behavior --
_g21.
_tDrained shear strength --
_g22.
_tStress-strain relations for drained conditions --
_g23.
_tEarth retaining structures and earth slopes with drained conditions --
_g24.
_tEarth slopes with drained conditions --
_g25.
_tShallow foundations with drained conditions --
_gPart V.
_tSoil with water - transient flow : --
_g26.
_tPore pressures developed during undrained loading --
_g27.
_tConsolidation theory --
_g28.
_tDrained and undrained stress-strain behavior --
_g29.
_tUndrained shear strength --
_g30.
_tStress-strain relations for undrained conditions --
_g31.
_tEarth retaining structures and earth slopes with undrained conditions --
_g32.
_tShallow foundations with drained unconditions --
_g33.
_tDeep foundations --
_g42.
_tThe improvement of soil --
_gAppendix A.
_tSymbols --
_gAppendix B.
_tConversion --
_gAppendix C.
_tReferences..
588 _aMachine converted from non-AACR2, non-ISBD source record.
650 0 _aSoil mechanics.
_9324254
700 1 _aWhitman, Robert V.,
_d1928-2012
_eauthor.
_9447493
776 0 8 _iOnline version:
_aLambe, T. William.
_tSoil mechanics.
_dNew York, Wiley, 1969
_w(OCoLC)596184538
776 1 8 _w(OCoLC)223385233
_w(OCoLC)499958027
_w(OCoLC)741720794
_w(OCoLC)881255875
_w(OCoLC)911802603
_w(OCoLC)978082742
830 0 _aSeries in soil engineering.
_9873973
907 _a.b20647335
_b06-09-21
_c12-07-17
942 _cB
945 _a624.151 LAM
_g1
_iA534316B
_j0
_lcmain
_o-
_p$302.40
_q-
_r-
_s-
_t0
_u0
_v0
_w0
_x0
_y.i13569466
_z25-08-17
998 _a(2)b
_a(2)c
_b20-03-18
_cm
_da
_feng
_gnyu
_h0
999 _c1397882
_d1397882