Start Discovering Solved Questions and Your Course Assignments
TextBooks Included
Active Tutors
Asked Questions
Answered Questions
derive the formula among soil moisture content w degree of saturation s specific gravity g and void ratio esaturated clay has a water content of 40
a piece of clay taken from a sampling tube has a wet weight of 1553 n and volume of 953 cm3 after drying in an oven for 24 hours at 105degc its
a distinguish among black cotton soil and laterite from an engineering point of viewb explain the terms void ratio degree of saturation and water
establish the relationship among degree of saturation soil moisture content definite gravity of soil particles and void ratiothe volume of an
a sample of clay taken from a natural stratum was originated to be partially saturated and when tested in the laboratory gave the following results
i a dry soil has a void ratio of 065 and its grain exact gravity is 280 what is its unit weightii water is added to the sample so that its degree of
a relate dissimilar formations of soils to the geological aspectsb explain different types of texture and structure of soilsc bring out the typical
a define the meanings of texture and structure of a soilb write the meaning of black cotton soilindicate the geological and climatic conditions that
a completely saturated sample of clay has a volume of 3125 cm3 and a weight of 05866 n the same sample after drying has a volume of 2392 cm3 and a
a piece of clay taken from a sampling tube has a wet weight of 1553 n and volume of 953 cm after drying in an oven for 24 hours at 105degc its
in a hydrometer analysis 05 n of soil was mixed in water to form one litre of uniform suspen- sion the corrected hydrometer reading after a lapse of
a litre of suspension containing 05 n of soil with a specific gravity of 270 is prepared for a hydrometer test when no temperature correction is
using stokes law determine the time of settlement of a sand particle of 02 mm size specific gravity 267 through a depth of water of 30 cm the
q the following observations were recorded in a field density determination by sand-replacement methodvolume of calibrating can 1000 cm3weight of
a sand at a borrow pit is determined to have an in-situ dry unit weight of 184 knm3 laboratory tests indicate the maximum and minimum unit
an undisturbed sample of sand has a dry weight of 189 n and a volume of 1143 cm3 the solids have a specific gravity of 272 laboratory tests indicate
in order to determine the water content of a wet sand a sample weighing 4 n was put in a pyknometer water was then poured to fill it and the
in a specific gravity test 117 n of oven-dired soil was taken the weight of pyknometer soil and water was obtained as 651 n the weight of pyknometer
an oven-dried soil weighing 189 n is placed in a pyknometer which is then filled with water the total weight of the pyknometer with water and soil is
sketch typical complete grain-size distribution curves for i well graded soil and ii uniform silty sand form the curves evaluate the uniformity
i want to ask about mathcad prime 20 when i want to save my work it shows that i can3939t save it because excel is busy what i have to do to fix
q why does pipe jacking machine usually get stuck when the ground condition change from soil to very hard rockwhen pipejacking machine moves from
q what are service reservoirsservice reservoirs other than normal reservoirs are provided due to the subsequent reasons i in case of breakdown
reinforcement in thrust blocks in general situation reinforcement isnt essential for thrust blocks in pressurized pipelines though certain amount of
reasons of ground heaving during pipe-jacking it is commonly recognized that ground settlement is one of the significant concern in pipe jacking