The moist mass of 0.1 ft3 of soil is 12.5 Ib. if the moisture content is 14% and the specific gravity of soil solids 2.71; a) What is the value of moist unit weight? b) What is the value of dry unit weight? c) What is the value of void ratio?
Q: A compacted soil weighs 131.1 pcf with recorded moisture content of 15%. What is the (a) saturated…
A: Given data: Weight of the soil sample (W) = 131.1 pcf water content (w) = 15% = 0.15 specific…
Q: 3.5 The moist unit weight of a soil is 19.2 kN/m. Given that G, = 2.69 and w = 9.8%, determine: a.…
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Q: A soil has a bulk density of 2.23g/cc and a dry density of 1.96g/cc , and the specific gravity of…
A: Given: Bulk density=2.23g/cc Dry density=1.96g/cc Specific gravity of the soil particles=2.70
Q: The unit weight of a soil is 14.9 kN/m3. The moisture content of this soil is 17% when the degree of…
A: Given data, Degree of saturation = 60% Moisture content = 17% Unit weight = 14.9 kN/m^3
Q: A soil specimen has a water content of 10%, and a unit weight of 20KN/m³. If the specific gravity of…
A: Given data, For a soil sample, Water content= w= 10% Unit weight of soil= 20kN/m³ Specific gravity…
Q: Problem 4: Dry Soil is mixed with 19% by weight with water and then compacted. The moist soil has a…
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Q: The moist unit weight of soil is 16.5 kN/m. Given that w = 15.0%, and Gs = 2.70. Find : a. Dry Unit…
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Q: Determine the degree of saturation, void ratio. d water content for the soil as it existed in its
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Q: 5. For an undisturbed soil, the total volume is 5.1 ft3, the moist weight is 601 Ib, the dry weight…
A: As per guidelines we need to answer only first question so please repost rest questions separately.…
Q: The unit of weight of soil is 15.10 KN/cu.m. The moisture content of the soil is 17% when the degree…
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Q: - One cubic metre of wet soil weighs 19.80 kN. If the specific gravity of soil particles is 2.70 and…
A: Given data : Specific gravity (G)=2.70 Water content (w%)=11% wet soil weight (W)=19.80 KN Volume…
Q: A saturated soil has the following characteristics. Initial volume = 25cu.cm Final volume = 16 cu.cm…
A: *Ans: Vd initial volume=25cm3 Vs final volume=16cm3 Wwet=45g…
Q: The dry density of a soil (p) is 1420 kg/m. If the void ratio (e) of the soil is 0.895 and the…
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Q: A saturated unit weight of a soil is 20.1kN/m*3 at a moisture content of 22%. Determine (a) the dry…
A: The dry unit weight
Q: 1.21 The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific…
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Q: 2. The saturated unit weight of a soil is 19.8 kN/m³. The moisture content of the soil is 17.1%.…
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Q: The moist weight of 2.83 x 10-3 m3 of soil is 55.5 x 10-3 kN/m3. If the moisture content is 14% and…
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Q: The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific gravity of…
A: Given:γsatγd=1.25Gs=2.65
Q: The unit weight of soil is 15.1kN/m3 The moisture content of this soil is 17% when the degree of…
A:
Q: The wet unit weight of a soil is 17.8 kN/m3 and the moisture content is 14%. If the solids specific…
A: Given data Unit weight Moisture content Specific gravity
Q: The total unit weight of the glacial outwash soil is 16 kN/m3. The specific gravity of the solid…
A: '
Q: The water content of a saturated soil and the specific gravity of soil solids were found to be 30%…
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Q: . The moist weight of 5.66 x 103 m of soil is 102.3 x 103 kN. The moisture content and the specific…
A: As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub-parts. Kindly repost…
Q: Example 2.3: A soil has bulk density of 20.1 kN/m³ and water content of 15%. Calculate the water…
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Q: The total unit weight of the glacial outwash soil is 16 kN/m3. The specific gravity of the solid…
A:
Q: The saturated unit weight of a soil is 19.8 kN/m. The moisture content of the soil is 16.1%.…
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Q: The moist unit weight of a soil is 17.9 KN/m3. If the water content is 18.45% and specific gravity…
A: To find out the porosity of the soil.
Q: The ratio of saturated unit weight to dry unit weight of dry unit weight is 1. If the specific…
A: To find - void Ratio, e
Q: A saturated soil has the following characteristics: initial volume (Vi) =19.65 cm3, final volume…
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Q: The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific gravity of…
A: Specific gravity = 2.65 Ysat = Saturared unit weight of soil Ydry = dry unit weight of soil e = void…
Q: The total volume and the total mass of a fully saturated soil specimen are 800 cm3 and 1432.8 g,…
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Q: nx Yw Wsat Ysat - nx Yw
A: using basic relations we can prove the given result
Q: 6. A soil has a void ratio of 0.67 and a water content of 8 %. If the specific gravity of the solids…
A: Given data : Water content (w%)=8%Void ratio (e)=0.67Specific gravity (G)=2.65Unit weight of water…
Q: A moist soil has a moisture content of 12.5% it weighs 19.22kg and occupies a volume of 9540cc . The…
A: Moisture content (w) = 12.5% =0.125 Weight of bulk soil(W) = 19.22 kg Volume occupied by soil(V) =…
Q: Problem: The moist unit weight of a soil is 18.5 kN/m3. Given that Gs = 2.60 and w = 12%, determine:…
A: given data: YTotal=YMoist=18.5 KN/m3specific gravity (Gs)=2.60water content (w)=12%unit weight of…
Q: When the moisture content of a soil is 26%, the degree of saturation is 72%, and the moist unit…
A: Given data : Moist unit weight (γ)=108 lb/ft3Water content (w)=26100=0.26Degree of saturation…
Q: For an organic soil, the void ratio e is found to be 10.0, and Gs is 2.35. If this soil is fully…
A: Void ratio=10 G=2.35
Q: 2.4 Calculate the dry unit weight, the soturated unit weight and the buoyant unit weight of a soil…
A: Given: Void ratio of the soil, e=0.7 Specific gravity, Gs=2.72
Q: The dry soil is mixed with water (17% by mass) and compacted. The volume of wet soil is 0.001 m3 and…
A: Given Water content=17% Volume of moist soil=0.001 m3 Mass of moist soil=1.6 kg Specific…
Q: The moist unit weight of a soil is 17.8 kN/m3 and the moisture content is 14%. If the specific…
A: Given data, Moist unit weight = 17.8 kN/m3 Moisture content w = 14% Specific gravity G = 2.69 a.…
Q: In its natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven-dried…
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Q: Given: The moist mass of soil specimen= 20.7kg The total volume of the soil specimen= 0.011m³…
A: Given The moist mass of soil specimen= 20.7kg The total volume of the soil specimen= 0.011m³ The…
Q: The moist unit weight of a soil is 105 lb/ft. Given that o = 15% and G, = 2.7, determine -) Degree…
A: Given data : Moist Unit weight (γt)=105 lb/ft3Water content (w)=15%Specific gravity (GS)=2.7
Q: A cubic meter of soil in its natural state weighs 17.5 kN. After oven-drying, the soil weighs 14.2…
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Q: Use Yw = 10 kN/m³ Q1) The moist unit weight of a soil is 18.7 kN/m³. Given that G,= 2.71 and…
A: Given moist unit weight = 18.7kN/m3 G = 2.71 and wc = 10.3%
Q: 4.1.6 The degree of saturation of a cohesive soil is 100%. The clay when wet weighs 1489g and after…
A: Given data:The degree of saturation is 100 %.The weight of wet clay (W1) is 1489 g.The weight of…
Q: When the moisture content of a soil is 26%, the degree of saturation is 72% and the moist unit…
A: Moisture content (w) = 26% = 0.26 Degree of saturation (S) = 72% = 0.72 Unit weight of soil (γ)= 108…
Q: the moist unit weight of soil at 18% moisture is 17.5 kN/m^3. Determine the mass of water per cubic…
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Q: The void ratio and specific gravity of soil are 0.45 and 2.72. The degree of saturation…
A: Given data : Void ratio (e)=0.45 Specific gravity (G)=2.72 Water content (w%)=30%
Q: The moist unit weight of a soil is 16.5kN/m^3. Given that water content is 15% and specific gravity…
A:
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- A soil sample is oven-dried from its liquid limit state to its dry state causing a volume change of 60% of the dry volume. Likewise, the same soil is oven-dried from its plastic limit state to its dry state causing a volume change of 20% of the dry volume. The liquid limit and plastic limit are 54% and 26%, respectively. Determine the specific gravity of soil solids, shrinkage limit and shrinkage ratio. 1. INPUT THE VALUE OF SPECIFIC GRAVITY OF SOIL SOLIDS IN 2 DECIMAL PLACES 2. INPUT THE VALUE OF SHRINKAGE LIMIT IN PERCENTAGE FORM AND IN 2 DECIMAL PLACES 3. INPUT THE VALUE OF SHRINKAGE RATIO IN 2 DECIMAL PLACES Answer with text and/or attachments:3.) A saturated soil has the following characteristics: Initial volume: 25 cm3 Final volume: 16 cm3 Mass of Wet Soil: 45 g Mass of Dry Soil: 31 g a.) Determine the shrinkage limit of soil. b.) Determine the shrinkage ratio. c.) Determine the specific gravity of soil solids.The moist unit weight of a given soil is 18.64KN/m^3 if the degree of saturation is 55%. But if the degree of saturation of the given soil is 80%, it's moist unit weight is 19.73 KN/m^3 A.) Compute the specific gravity of the soil B.) Compute the dry unit weight of the soil. C.) Compute the percent of soil solids
- find the following: a. What is the value of the percent passing for sieve with 2 mm. opening in percentage? b. What is the value of the percent passing for sieve with 150 μm. opening in percentage? c. What is the value of the Effective Size of soil in mm.? d. What is the value of the coefficient of gradation?e.What is the value of the coefficient of uniformity? f. What are the percentages of gravel, sand, and Fines using the limits indicated by USCS? g. What are the percentages of gravel, sand, silt and clay using the limits indicated by MIT? h. What are the percentages of gravel, sand, silt and clay using the limits indicated by AASHTO? i. What are the percentages of gravel, sand, silt and clay using the limits indicated by USDA?The moist weight of 0.2 ft³ of a soil is 23 lb. The moisture content and the specific gravity of soil solids are determined in the laboratory to be 11% and 2.7, respectively. Calculate the following a. Moist unit weight (lb/ft³) b. Dry unit weight (lb/ft³) c. Void RatioA man collected a sample of soil outside of his house. The moist unit weight of the soil is 18.9 , and the soil solids have a specific gravity of 2.67. If the soil is found to have a water content of 9.8 %, determine: a.) Void ratio b.) Dry unit weight c.) Degree of Saturation d.) How much water to add () to achieve a degree of saturation of 89 % e.) How much water to add () to achieve full saturation
- 11. The dry soil is mixed with water (17% by mass) and compacted. The volume of wet soil is 0.001 m³ and has a mass of 1.6 kg. If the specific gravity of the soil solids is 2.70. a. what is the dry unit weight of the soil? b. what is the void ratio? c. what is the degree of saturation?Homework #2 The moist weight of 2.83 x 10- m of soil is 55.5 x 10- kN/m. If the moisture content is 14% and the specific gravity of soil solids is 2.71, determine the following: a. Moist unit weight b. Dry unit weight c. Void ratio d. Porosity e. Degree of saturation f. Volume occupied by water. The moist weight of 5.66 x 103 m³ of soil is 102.3 x 103 kN. The moisture content and the specific gravity of the soil solids are determined in the laboratory to be 11% and 2.7, respectively. Calculate the following a. Moist Unit weight (kN/m³) b. Dry unit weight (kN/m³) c. Void ratio d. Porosity e. Degree of saturation (%) f. Volume occupied by water (m³)
- Given: An undisturbed chunk of soil has a wet weight of 73lbs and a volume of 0.65ft³. When dried out in an oven, the soil weighs 57lbs. The specific gravity of solids is found to be 2.9. Required: Determine: a. the water content (w), to the nearest tenth. b. wet unit weight of soil ('Y), to the nearest tenth. c. dry unit weight of soil ('Yd), to the nearest tenth. d. void ratio (e), to the nearest thousandth. e. porosity (n), to the nearest tenth. f. degree of saturation (S), to the nearest tenth.Calculate the shrinkage ratio and specific gravity of the soil solids having following quantities. 1. Soil having initial sturated volume and final dry volume 28.5 cm3 and 18.5 cm3 respectively. 2. Soil having initial saturated mass and final dry mass 48g and 35g reepectively and shrinkage limit is 18.4. A) 1.89, 2.89 B) 1.95, 2.95 C) 1.97, 2.97 D) 1.71, 2.71 make it fast435 grams of moist granular soil was tested in the laboratory and was found to have a specific gravity of soil solids of 2.65. If the air void ratio is 16% and the volume of the solids is 116 cubic centimeters. Determine the: a. Void ratio. b. Bulk density, g/cc. c. Amount of water to be added to attain saturated state, g.