Show your solution, formula and given ATTERBERG LIMITSProblem 5A laboratory test was conducted to determine theshrinkage limit of a soil sample. The following datawere obtained.Problem 1A sample of clay silt is mixed at about its liquid limitof 42. It is placed carefully in a small porcelain dishwith a volume of 20.3 cu.cm and weight 35.67 g.After oven drying, the soil pat displaced 215.8 g ofmercury.Mass of dish coated with petroleum jelly = 13.30 gMass of dish coated with petroleum jelly plus wetsoil = 40.51 gMass of dish coated with petroleum jelly plus oven-dried soil = 33.81 gVolume of wet soil pat (same as volume ofshrinkage dish) = 16.50 cu.cmDetermine the shrinkage limit of the soilsample.Determine the density of the soil.Determine the dry density of the soil if ita.b.C.has a void ratio of 0.75.Volume of oven-dried soil pat = 11.88 cu.cma.Compute the water content of the wet soilProblem 2pat.b. Compute the shrinkage limit.Compute the shrinkage ratio.A saturated sample of clay with a shrinkage limit of23 has a natural water content of 35.50%.C.What would its dry volume be as apercentage of its original volume if thedensity of soil = 2.70?a.Problem 6A saturated 105 cu.cm clay sample has a naturalwater content of 32%. It is found that the shrinkagelimit occurs when the water content is 19.50 %. Ifb.What would be the void ratio of the soil inits natural water content?What is the dry density of the soil sample?the sp.gr. of soil is 2.80.C.Compute the shrinkage ratio.Compute the volume of sample when thea.Problem 3b.water content is 15%.During a shrinkage limit test on a silty clay, thevolume of dry soil pat was found to be 11.76 cu.mand its dry mass was 23.68 g. The shrinkage limitC.Compute the mass of dry soil sample.was 11.15.Problem 7A clay has the following atterberg limits:a. What is the density of soil solids?What is the void ratio assuming the soil isfully saturated?What is the dry density of the soil?b.liquid limitplastic limitshrinkage limit= 61%,= 42%,= 23%.C.Problem 4The clay shrinks from 15.50 cubic meter to 9.75cubic centimeters when the moisture content isDuring the determination of the shrinkage limit of asandy clay, the following laboratory data wasdecreased from the liquid limit to the shrinkage limit.obtained.What is the specific gravity?What is the plasticity index?What is the liquidity index if the moistureа.b.Wet weight of soil + dish = 88.85 gDry weight of soil + dish = 78.91 gWeight of dishс.= 53.70 gcontent is 52.50 %d.From a hydrometer analysis to determineparticle sizes, it is found that 45.25 % ofthe sample consists of particles smallerthan 0.002 mm. From this informationVolumetric determination of soil pat.Weight of dish + mercury = 435.80 gWeight of dish = 242.62 gindicate the activity classification of theCalculate the shrinkage limit of the soil ifthe density of soil is 2750 kg/cu.mb. Compute the void ratio of the soil sampleassuming it to be saturated.c. Compute the dry density of the soil.a.clay. ATTERBERG LIMITSProblem 5A laboratory test was conducted to determine theshrinkage limit of a soil sample. The following dataProblem 1A sample of clay silt is mixed at about its liquid limitof 42. It is placed carefully in a small porcelain dishwith a volume of 20.3 cu.cm and weight 35.67 g.After oven drying, the soil pat displaced 215.8 g ofwere obtained.Mass of dish coated with petroleum jelly = 13.30 gMass of dish coated with petroleum jelly plus wetsoil = 40.51 gMass of dish coated with petroleum jelly plus oven-dried soil = 33.81 gVolume of wet soil pat (same as volume ofshrinkage dish) = 16.50 cu.cmmercury.a.Determine the shrinkage limit of the soilsample.Determine the density of the soil.Determine the dry density of the soil if itb.C.has a void ratio of 0.75.Volume of oven-dried soil pat = 11.88 cu.cma. Compute the water content of the wet soilpat.Compute the shrinkage limit.Compute the shrinkage ratio.Problem 2b.A saturated sample of clay with a shrinkage limit of23 has a natural water content of 35.50%.С.What would its dry volume be as apercentage of its original volume if thedensity of soil = 2.70?a.Problem 6A saturated 105 cu.cm clay sample has a naturalwater content of 32%. It is found that the shrinkageb.What would be the void ratio of the soil inlimit occurs when the water content is 19.50 %. Ifits natural water content?What is the dry density of the soil sample?the sp.gr. of soil is 2.80.C.Compute the shrinkage ratio.Compute the volume of sample when thea.Problem 3b.water content is 15%.During a shrinkage limit test on a silty clay, thevolume of dry soil pat was found to be 11.76 cu.mand its dry mass was 23.68 g. The shrinkage limitC.Compute the mass of dry soil sample.was 11.15.Problem 7A clay has the following atterberg limits:What is the density of soil solids?What is the void ratio assuming the soil isfully saturated?What is the dry density of the soil?a.b.liquid limitplastic limitshrinkage limit= 61%,= 42%,C.= 23%.Problem 4The clay shrinks from 15.50 cubic meter to 9.75cubic centimeters when the moisture content isDuring the determination of the shrinkage limit of aandy clay, the following laboratory data wasobtained.decreased from the liquid limit to the shrinkage limit.a.What is the specific gravity?b.Wet weight of soil + dish = 88.85 gDry weight of soil + dish = 78.91 gWeight of dishWhat is the plasticity index?What is the liquidity index if the moistureC.= 53.70 gcontent is 52.50 %d. From a hydrometer analysis to determineparticle sizes, it is found that 45.25 % ofthe sample consists of particles smallerVolumetric determination of soil pat.Weight of dish + mercury = 435.80 gWeight of dish = 242.62 gthan 0.002 mm. From this informationindicate the activity classification of theclay.a.Calculate the shrinkage limit of the soil ifthe density of soil is 2750 kg/cu.mCompute the void ratio of the soil sampleassuming it to be saturated.Compute the dry density of the soil.b.C.

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Problem 1 A sample of clay silt is mixed at about its liquid limit of 42. It is placed carefully in a small porcelain dish with a volume of 20.3 cu.cm and weight 35.67 g. After oven drying, the soil pat displaced 215.8 g of mercury. a. Determine the shrinkage limit of the soil sample. b. Determine the density of the soil. c. Determine the dry density of the soil if it has a void ratio of 0.75. Breble m

Problem 1 A sample of clay silt is mixed at about its liquid limit of 42. It is placed carefully in a small porcelain dish with a volume of 20.3 cu.cm and weight 35.67 g. After oven drying, the soil pat displaced 215.8 g of mercury. a. Determine the shrinkage limit of the soil sample. b. Determine the density of the soil. c. Determine the dry density of the soil if it has a void ratio of 0.75. Breble m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Dimensional homogeneity

The term dimensional homogeneity means that in an equation, the dimensions of each term on both sides are equal, which means the dimensions of the left-hand side (LHS) of an equation are similar to the dimensions of the right-hand side (RHS). For a dimensionally homogeneous equation, the powers of fundamental dimensions will be identical on both sides of the equation.

Question

Show your solution, formula and given

ATTERBERG LIMITS
Problem 5
A laboratory test was conducted to determine the
shrinkage limit of a soil sample. The following data
were obtained.
Problem 1
A sample of clay silt is mixed at about its liquid limit
of 42. It is placed carefully in a small porcelain dish
with a volume of 20.3 cu.cm and weight 35.67 g.
After oven drying, the soil pat displaced 215.8 g of
mercury.
Mass of dish coated with petroleum jelly = 13.30 g
Mass of dish coated with petroleum jelly plus wet
soil = 40.51 g
Mass of dish coated with petroleum jelly plus oven-
dried soil = 33.81 g
Volume of wet soil pat (same as volume of
shrinkage dish) = 16.50 cu.cm
Determine the shrinkage limit of the soil
sample.
Determine the density of the soil.
Determine the dry density of the soil if it
a.
b.
C.
has a void ratio of 0.75.
Volume of oven-dried soil pat = 11.88 cu.cm
a.
Compute the water content of the wet soil
Problem 2
pat.
b. Compute the shrinkage limit.
Compute the shrinkage ratio.
A saturated sample of clay with a shrinkage limit of
23 has a natural water content of 35.50%.
C.
What would its dry volume be as a
percentage of its original volume if the
density of soil = 2.70?
a.
Problem 6
A saturated 105 cu.cm clay sample has a natural
water content of 32%. It is found that the shrinkage
limit occurs when the water content is 19.50 %. If
b.
What would be the void ratio of the soil in
its natural water content?
What is the dry density of the soil sample?
the sp.gr. of soil is 2.80.
C.
Compute the shrinkage ratio.
Compute the volume of sample when the
a.
Problem 3
b.
water content is 15%.
During a shrinkage limit test on a silty clay, the
volume of dry soil pat was found to be 11.76 cu.m
and its dry mass was 23.68 g. The shrinkage limit
C.
Compute the mass of dry soil sample.
was 11.15.
Problem 7
A clay has the following atterberg limits:
a. What is the density of soil solids?
What is the void ratio assuming the soil is
fully saturated?
What is the dry density of the soil?
b.
liquid limit
plastic limit
shrinkage limit
= 61%,
= 42%,
= 23%.
C.
Problem 4
The clay shrinks from 15.50 cubic meter to 9.75
cubic centimeters when the moisture content is
During the determination of the shrinkage limit of a
sandy clay, the following laboratory data was
decreased from the liquid limit to the shrinkage limit.
obtained.
What is the specific gravity?
What is the plasticity index?
What is the liquidity index if the moisture
а.
b.
Wet weight of soil + dish = 88.85 g
Dry weight of soil + dish = 78.91 g
Weight of dish
с.
= 53.70 g
content is 52.50 %
d.
From a hydrometer analysis to determine
particle sizes, it is found that 45.25 % of
the sample consists of particles smaller
than 0.002 mm. From this information
Volumetric determination of soil pat.
Weight of dish + mercury = 435.80 g
Weight of dish = 242.62 g
indicate the activity classification of the
Calculate the shrinkage limit of the soil if
the density of soil is 2750 kg/cu.m
b. Compute the void ratio of the soil sample
assuming it to be saturated.
c. Compute the dry density of the soil.
a.
clay.

ATTERBERG LIMITS
Problem 5
A laboratory test was conducted to determine the
shrinkage limit of a soil sample. The following data
Problem 1
A sample of clay silt is mixed at about its liquid limit
of 42. It is placed carefully in a small porcelain dish
with a volume of 20.3 cu.cm and weight 35.67 g.
After oven drying, the soil pat displaced 215.8 g of
were obtained.
Mass of dish coated with petroleum jelly = 13.30 g
Mass of dish coated with petroleum jelly plus wet
soil = 40.51 g
Mass of dish coated with petroleum jelly plus oven-
dried soil = 33.81 g
Volume of wet soil pat (same as volume of
shrinkage dish) = 16.50 cu.cm
mercury.
a.
Determine the shrinkage limit of the soil
sample.
Determine the density of the soil.
Determine the dry density of the soil if it
b.
C.
has a void ratio of 0.75.
Volume of oven-dried soil pat = 11.88 cu.cm
a. Compute the water content of the wet soil
pat.
Compute the shrinkage limit.
Compute the shrinkage ratio.
Problem 2
b.
A saturated sample of clay with a shrinkage limit of
23 has a natural water content of 35.50%.
С.
What would its dry volume be as a
percentage of its original volume if the
density of soil = 2.70?
a.
Problem 6
A saturated 105 cu.cm clay sample has a natural
water content of 32%. It is found that the shrinkage
b.
What would be the void ratio of the soil in
limit occurs when the water content is 19.50 %. If
its natural water content?
What is the dry density of the soil sample?
the sp.gr. of soil is 2.80.
C.
Compute the shrinkage ratio.
Compute the volume of sample when the
a.
Problem 3
b.
water content is 15%.
During a shrinkage limit test on a silty clay, the
volume of dry soil pat was found to be 11.76 cu.m
and its dry mass was 23.68 g. The shrinkage limit
C.
Compute the mass of dry soil sample.
was 11.15.
Problem 7
A clay has the following atterberg limits:
What is the density of soil solids?
What is the void ratio assuming the soil is
fully saturated?
What is the dry density of the soil?
a.
b.
liquid limit
plastic limit
shrinkage limit
= 61%,
= 42%,
C.
= 23%.
Problem 4
The clay shrinks from 15.50 cubic meter to 9.75
cubic centimeters when the moisture content is
During the determination of the shrinkage limit of a
andy clay, the following laboratory data was
obtained.
decreased from the liquid limit to the shrinkage limit.
a.
What is the specific gravity?
b.
Wet weight of soil + dish = 88.85 g
Dry weight of soil + dish = 78.91 g
Weight of dish
What is the plasticity index?
What is the liquidity index if the moisture
C.
= 53.70 g
content is 52.50 %
d. From a hydrometer analysis to determine
particle sizes, it is found that 45.25 % of
the sample consists of particles smaller
Volumetric determination of soil pat.
Weight of dish + mercury = 435.80 g
Weight of dish = 242.62 g
than 0.002 mm. From this information
indicate the activity classification of the
clay.
a.
Calculate the shrinkage limit of the soil if
the density of soil is 2750 kg/cu.m
Compute the void ratio of the soil sample
assuming it to be saturated.
Compute the dry density of the soil.
b.
C.

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