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1 briefly explain the concept of steady state as it applies to diffusion2 anbspbriefly explain the concept of a driving
1 cite the relative burgers vector-dislocation line orientations for edge screw and mixed dislocations2 for an fcc
1 molybdenum forms a substitutional solid solution with tungsten compute the number of molybdenum atoms per cubic
1 the metal rhodium has an fcc crystal struc- ture if the angle of diffraction for the 311 set of planes occurs at
218 a briefly cite the main differences between ionic covalent and metallic bondingfor these expressions energies are
for a large fill operation the average permanent load ds9spd on the clay layer will increase by about 75 knm2 the
1 a sandy soil has maximum and minimum dry unit weights of 1808 knm3 and 1446 knm3 respectively and a dry unit weight
1 in figure 1440a for the anchor slab in sandnbsphnbsp5nbsp152 mnbsphnbsp5nbsp091 mnbspbnbsp5nbsp122 ms9nbsp5nbsp213
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