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assuming that you have completed the flow net of problem 7-33 compute the total head piezometric head pressure head and
1 using quartus ii or an equivalent vhdl entry program develop the text file and simulation for the shift register
develop a formula fora the wet density andb the buoyant density in terms of the water content the density of the soil
the dry density of a soil is 165 mgm3 and the solids have a density of 268 mgml find thea water contentb void ratio
the dry density of a compacted sand is 182 mgm3 and density of the solids is 267 mgm3 what is the water content of the
a sample of fully saturated clay weighs 1350 g in its natural state and 975 g after drying what is the natural water
during a plastic limit test the following data were obtained for one of the sampleswet weight container 2212 g dry
a water content test was made on a sample of silty clay the weight of the wet soil plus container was 1753 g and the
the chunk density method is often used to determine the unit weight and other necessary information of a specimen of
calculate the specific surface ofa tennis ballsb pang pong ballsc ball bearings i mm in diameter and j fly ash with
the values of a and e for a pure silica sand 265 mgms weir found to be 046 and 066 respectivelya what is the
the wet density of a sand in an embankment was found to be 19 mgm3 and the held water content was 10 in the labuiatogy
for the data given below p - 264 mgm3a plot the compaction curvetb establish the maximum dry density and optimum water
in a field density test using the oil method the wet mass of sod removed from a small hole in the fill was i so kg the
a mixture contains 30 by shy weighs fines and 70 mane when the coarse material has a iv- 2 its affinity for water is
a soil proposed for a compacted fill contains 40 fines and ou eons material by thy weight when the coarse fraction has
given the data shown in fig52 soil types 3 and 4 are mixed in the borrow area to some unknown extent alter air drying a
the core of an earth dant is to be compacted on the wet side of optimum so as to ensure low permeability and
calculate the maximum capillary pressure for the tuba in problem 6-1problem 6-1the end of a clean glass tube is
a tube similar to fig 68 has a 0002 mm inside diameter and is open at both ends the tube is held vertically and water
the tube shown in fig 69 is filled with water when evaporation hikes plats the meniscus will rust ham at the larger end
a would the shrinkage limit of a clay be different if the water in the voids were replaced by some other liquid with
assume that equations developed for height of capillary the constant-diameter tubes can be applied calculate the ere
during a shrinkage limit test on a silty clay the volume of the dry soil pat was found to be 1076 anamp39 and its dry
the ll of a bentonitic clay is 450 and the pl is 75 the sl was determined to be about 10 calculate the expected