01650     2200553   4500001002100000005001500021035002000036007000300056008004100059020001600100082001000116084001600126100001100142245005100153250001800204260003100222300003100253520013700284990001500421990001500436990001500451990001500466990001500481990002400496990002400520990002400544990002400568990002400592990002400616990002400640990002400664990002400688990002400712990002400736990002400760990002400784990002400808990002400832990002400856990002400880990002400904990002400928990002400952990002400976990002401000990002401024990002401048990002401072INLIS00000000090663320220106084527  a0010-0122000005ta220106                g          0 ind    a32-00-045-7  a624.2  a624.2 JOS a0 aJoseph1 aAnalisis Dan Desain Pondasi /cJoseph E.Bowles  aEdisi Keempat  aJakarta :bErlangga,c1988  a490 :bada ;c15,5 x 24 cm  aTekanan tanah lateral adalah sebuah prameter perencanaan (dengan parameter) yang penting di dalam sejumlah persoalan teknik pondasi.  aCL1CL10005  aCL1CL10005  aCL1CL10005  aCL1CL10005  aCL1CL10005  aCL100009CL100009CL1  aCL100005CL100005CL1  aCL100006CL100006CL1  aCL100007CL100007CL1  aCL100008CL100008CL1  aCL100008CL100008CL1  aCL100005CL100005CL1  aCL100006CL100006CL1  aCL100007CL100007CL1  aCL100009CL100009CL1  aCL100007CL100007CL1  aCL100005CL100005CL1  aCL100006CL100006CL1  aCL100008CL100008CL1  aCL100009CL100009CL1  aCL100006CL100006CL1  aCL100005CL100005CL1  aCL100007CL100007CL1  aCL100008CL100008CL1  aCL100009CL100009CL1  aCL100005CL100005CL1  aCL100006CL100006CL1  aCL100007CL100007CL1  aCL100008CL100008CL1  aCL100009CL100009CL1