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a reinforced earth retaining wall figure 1327 is to be 10-m-high here backfillnbspnbsp nbspunit weightnbspg1nbsp5nbsp16
1 for leossial soil givennbspgsnbsp5nbsp274 plot a graph ofnbspgdnbspsknm3d versus liquid limit to identify the zone in
a drilled shaft in a medium sand is shown in figure p109 using the method proposed by reese and oneill determine the
1 the plan of a group pile is shown in figure p 927 assume that the piles are embedded in a saturated homogeneous clay
1 a steel pile h-section hp 310 3 125 see table 111a is driven into a layer of sandstone the length of the pile is 25 m
a shallow foundation supported by a silty sand is shown in figure 75 given lengthnbsplnbsp5 2 mwidthnbspbnbsp5 1 mdepth
a continuous foundation with a width of 1 m is located on a slope made of clay soil refer to figure 519 and
1 a square foundation is shown in figure p412 use fsnbsp5nbsp6 and determine the size of the foundation use prakash and
1 for a square foundation that isnbspbnbsp3nbspbnbspin plannbspdf nbsp5nbsp2 m vertical gross allowablenbsp load
1 a nbspsquare nbspcolumn nbspfoundation nbsphas nbspto nbspcarry nbspa nbspgross nbspallowable nbspload nbspof
1 a dilatometer test was conducted in a sand deposit at a depth of 6 m the ground- water table was located at a depth
1 refer to problem 319 using eq 351 determine the variation of the relative density with depth usenbspqcnbsp5nbsp12
1 anbspa vane shear test was conducted in a saturated clay the height and diameter of the rectangular vane were 4 in
1 refer to problem 312 assume that the sand is clean and normally consolidated estimate the average value of the
following are the standard penetration numbers determined from a sandy soil in the fielddepth ftunit weight of soil
the following table gives the variation of the field standard penetration number sn60d in a sand depositdepth
1 following are the results of two consolidated-drained triaxial tests on a clay test inbsps3 5 140 knm2s1failure 5 368
a direct shear test was conducted on dry sand with an area of the specimen 5 2 in 3 2 in the results werenormal force
1 a soil specimen has a volume of 005 m3 and a mass of 875 kg givennbspwnbsp5 15 gsnbsp5 268 determineanbsp void ratiob
the engine cylinder of a motorcycle is constructed of 2024-t6 aluminum alloy and is of heightnbsphnbsp 015 m and
a very long rod 5 mm in diameter has one end maintained at 100degc the surface of the rod is exposed to ambient air at
consider a long solid tube insulated at the outer radiusnbspr2 and cooled at the inner radiusnbspr1 with uniform heat
a plane wall is a composite of two materials a and b the wall of material a has uniform heat generationnbspqnbsp 15 x
the possible existence of an optimum insulation thickness for radial systems is suggested by the presence of competing
liquid oxygen which has a boiling point of 90 k and a latentnbsp heatnbsp ofnbsp vaporizationnbsp ofnbsp 214nbsp