no soil loss during transportation and compaction), what is the thickness of the compacted soil and how much water needs to be added?
Q: If a soil has a specific gravity of 2.71 and a water content of 0.17. What is the dry density on the…
A:
Q: The natural moistue content of an excavated soil is 32%. Its liquid limit is 60% and plastic limit…
A: Soil when excavated then naturally it is with some basic natural water content, according to that…
Q: The moisture content of a soil below which the soil volume becomes constant is called the 1.…
A: A definition of soil state is given in the question at certain moisture content and it has been…
Q: determine the degree of compaction
A:
Q: Determine a minimum dry density requirement for the soil compaction based on a maximum dry density…
A: Relative compaction=Field densityLaboratory density×100Field density=minimum dry densityLaboratory…
Q: If the liquid limit of soil is 25%, plastic limit is 15% and flow index is 12.5%, then its toughness…
A: Given data: Liquid limit = 25 % Plastic limit = 15 % Flow index = 12.5 %
Q: Determine the specific gravity of soil solids, G,.
A: Given, Dry unit weight = 11.51 KN/m3 Unit weight of water = 9.81 KN/m3 Assume,…
Q: determine the density index of a soil having a natural void ratio 0.7. The void ratio of the soil in…
A: Given: Natural void ratio of soil, e = 0.7 Void ratio of soil in loosest state, emax = 0.85 Void…
Q: Problem 4: Dry Soil is mixed with 19% by weight with water and then compacted. The moist soil has a…
A:
Q: Three factors which affect the degree of compaction are _______ , ________ , and soil type.
A: Compaction: The reduction in the volume of soil by applying external forces in order to remove the…
Q: The primary purpose for determining the moisture-density relationship of a soil is O For compaction…
A: Ans :- For Compaction Control In Compaction test of Soil, Water is added and after compaction dry…
Q: Discussion 1. Define liquid limit and plastic limit of the soil,
A: We are authorized to answer one question at a time since you have not mentioned which question you…
Q: If the specific gravity of soil solids is 2.67, and water content is 32% for the given soil. What…
A: Given data, Specific gravity of soil solids G = 2.67 Water content w = 32% To Find :- Void ratio e
Q: Write a short note on Plastic Equilibrium of Soils ?
A: Solution: The plastic equilibrium of soil is related to the Rankine theory. The transformation from…
Q: 4) If the specine gravity of soll solids is 2.67, and water content is 32% for the given soil. What…
A: Given data : Water content (w%)=32%Specific gravity (G)=2.67 Void ratio is defined as the ratio of…
Q: PROBLEM 3: Silt clay has a plastic limit of 25 and a plasticity index of 30. If the liquidity index…
A: Given data- Plastic Limit-wp=25%=0.25Plasticity Index-Ip=30%=0.30Liquidity Index-IL=0.33To…
Q: Oven dry mass of a pat of clay is 10.8 gm and mass of mercury displaced on immersion is 84.2 gm. If…
A: Dry mass of clay = 10.8 gm
Q: Why do we use the dry unit weight as a measure of how compacted a soil is? For a given compactive…
A: We use dry unit weight as a measure of how compacted a soil is because in dry unit weight the weight…
Q: A soil with consistency equal to one is at its
A: Consistency is given byCI=LL-wLL-PLWhereLL=Liquid limit of soilPL=Plastic limit of soilw=natural…
Q: A compacted soil weighs 131.1 pcf with recorded moisture content of 15%. What is the (a) saturated…
A: Using relation between dry unit weight and total unit weight the value of former can be calculated.…
Q: PROBLEM 3 If the dry density and density of solids of a soil be 1.32 g/cc and 2.75 g/cc,…
A: Please refer the attached image for complete solution. THANK YOU !
Q: 1. What are the properties of the soil being improved after compacted. 2. What is the best…
A:
Q: A soil has a specific gravity of 2.65, and a water content of 0.35. The void ratio is 1.2. Determine…
A: Given data : Specific gravity (G)=2.65Void ratio (e)=1.2Water content (w)=0.35
Q: Classify the following soils using the Unified soil classification system. Give the group symbol.…
A: The given % passing No - 200 = 48 % Since % passing No 200 (48 %) < 50 % ;So It is a Coarse…
Q: How to identify grain size distribution of soilExplain how to determine shrinkage limit and specific…
A: GIVEN, THERE ARE MULTIPLE QUESTIONS ARE THERE IN A SINGLE QUESTION. 3 QUESTIONS ARE FROM GEO…
Q: 3, determine the moist unit weight of this soil wi
A:
Q: sample saturated soil has a water content of 40%and a void ratio of 1.30 calculate density, and…
A:
Q: Classify the following soil using the U.S. Department of Agriculture textural classification. Sand:…
A: Consider the texture classification graph of soils.
Q: The specific gravity of soil is 2.70 and void ratio is 0.667, what will be the value of dry density?
A:
Q: True or False: Most soils have indistinguishable colorand texture. ___________
A: The composition of water, organic matter and gases is known as soil.
Q: 10 1 0.1 Particle Size, mm. What is the effective grain size of the soil?
A:
Q: Q1. Draw phase diagram of soil and what is formula of water content?
A: Asked: To draw the phase diagram of soil and give the formula for water content. The phase diagram…
Q: One cubic meter of wet soils weighs 19.80 kN. If the specific gravity of soil particles is 2.70 and…
A: Given data: weight of wet soil = 19.80 kN Volume = 1 m3. Specific gravity (G)= 2.70 Water content…
Q: Question 3 Soil Compaction a) What are the factors that influence compaction of soil?
A: The process of increasing the soil's dry density by lowering air voids or air content in the soil is…
Q: netrate the last 18 inches of soil.
A: SPT test is indirect metod to determine the bearing capacity of soil performed by standard split…
Q: 5. If one cubic yard of soil has a void ratio of 0.65. You disturb the soil and replace the same…
A: Void ratio is the ratio of volume of voids to the volume of solids.Volume of voids is the difference…
Q: Describe the type and condition of soil required and occurrences responsible in the phenomenon of…
A: Liquefaction:
Q: Which statement is incorrect regarding soil compaction? Too much water will decrease the dry soil…
A: Solution: 1. Correct: Dry density of soil is defined as the mass of dry soil to the volume of soil.…
Q: Following are factors may influence the permeability of soils except : - Soil degree of saturation…
A: Question being asked here is what are the factors affecting permeability
Q: What types of soil could be best improved by this method.
A:
Q: If the dry density and density of solids of a soil be 1.32 g/cc and 2.75 g/cc, respectively.…
A:
Q: (c) A dam project will be constructed in the Kenyir area. The laboratory test results on a saturated…
A: Initial volume of soil, V1=24.6cm3Final volume of soil, V2=15.9cm3Initial wet mass of soil,…
Q: Why is it essential to measure the porosity and permeability of the soil?
A:
Q: the percent compaction in the field
A:
Q: In a shrinkage limit , the volume and mass of a dry soil pat are found to be 50 cm' and 88 gm…
A:
Q: Name five importance of soil compaction. It is the moisture content at which the maximum dry unit wt…
A: Solution: 1-5) Soil compaction is beneficial in the following ways: Compaction helps in increasing…
Q: How does the dry unit weight, differ from the unit weight ? Why is the Proctor method of assessing…
A: The dry unit weight (γd ) : it's the unit weight of the soil once all the soil voids are utterly…
Q: For a given soil, show that Y sat Ya sat
A:
Trending now
This is a popular solution!
Step by step
Solved in 4 steps with 3 images
- The soil at a borrow area is at moisture content of 8.5%and unit weight of 17.5 kN/m3. This soil is used in the construction of a compacted road base where the dry unitweight is 19.5 kN/m3 and the moisture content is 14.0%. Ifthe finished volume of the road base is 120,000 m3, whatwould be the volume of the soil removed from the borrowpit? How much water would be added to the soil from theborrow pit?The excavated material has a wet unit weight of 1,510 kg/ cu metre and a dry unit weight of 1,398 cu metre. The material will be used to build an embankment. According to specification, the dry unit weight of the compacted material should be 1,826 kg/ cu metre, with a water content of 12%. The net section of the embankment is 86,000 cu metre. What is the moisture content of the excavated soil? How many cu metre of excavation will be required to construct the embankment? Do we need to add water or not? If yes, what’s the volume of added water?In a fill section of a construction site, 1500 m3 of moist compacted soils is required. The design water content of the fill is 15%, and the design unit weight of the compacted soil is 18.5 kN/m3. Necessary soil is brought from a borrow site, with the soil having 12% natural water content, 17.5 kN/m3 wet unit weight, and Gs = 2.65. How much (in cubic meters) of the borrow material is required to fill the construction fill section? And how heavy is it?
- The soil in a borrow pit is at water content of 8.8% and bulk unit weight of 17.8 kN/m3. This soil is used in theconstruction of a compacted road base where the dry unit weight is 19.4 kN/m3 and the water content is 15%. Ifthe finished volume of the road base is 120,000 m3, (a) what would be the volume of the soil removed from theborrow pit? (b) How much water would be added to the soil from the borrow pit?A subsurface exploration report shows that the average water content of a fine-grained soil in a proposed borrow area is 24.5% and that its average natural dry density is 83.3 pcf. This soil is to be placed in a compacted fill with a dry density specified at 95.5 pcf. -How many cubic yards of borrow will be required to produce 86,000 yd3 of fill? -What is the shrinkage factor for the borrow?The following are given for a natural soil deposit: Moist unit weight, γ = 17.8 kN/m3 Moisture content, w = 14%; Gs = 2.7 This soil is to be excavated and transported to a construction site for use in a compacted fill. If the specification calls for the soil to be compacted at least to a dry unit weight of 18.4 kN/m3 at the same moisture content of 14%, how many cubic meters of soil from the excavation site are needed to produce 20,000m3 of compacted fill?
- A new construction site requires 1500 m3 of moist compacted soils. The design specification of the fill material specifies the following: Water Content 15% Unit weight of the compacted soil to be 18.5 kN/m3 Soil from borrow site has the following specification: Water Content 12% Unit weight of the borrow material: 17.5 kN/m3 Soil Specific Gravity: 2.6 How much (in cubic meters) of the borrow material is required to fill the construction fill section?The settlement analysis for a proposed structure indicates that 6.5 cm of settlement will occur in 3.4 years and that the ultimate total settlement will be about 22 cm. The analysis is based on the assumption that the compressible clay layer is drained at both its top and bottom surfaces. The owner decides to build a duplicate of the first structure nearby. During foundation investigations, it is discovered that the clay layer under the new building would be about 25% thicker than under the first structure. Otherwise, the properties of the clay are the same. Estimate for the new structure the ultimate total settlement (in cm.). Explain your answer.A soil having a void ratio of 0.68 as it exists in a borrow pit is to be excavated and transported to a fill site where it will be compacted to a void ratio of 0.45. The volume of the fill required is 2500 m. Find the volume of the soil must be excavated from the borrow pit to furnish the required volume of fill. Calculate the total cost of the excavated material from the borrow pit, if the unit cost of material is 25 Dirhams per meter cube of fill.
- Assume that an area is underlain by a stratum of compressible soil 5.3 m thick. The weight of the proposed structure, say an earth embankment for a new highway, will result in an increase of 28.2 kPa pressure to the compressible soil. The settlement under this loading would be 0.30 m. The 385 compressible layer is doubly drained, and the soil has a cv value of 0.4 m2/month. Calculations indicate that it would take approximately 22 months for the settlement to occur under the weight of the proposed embankment. How long would be required for a surcharge imposing a pressure of 56.4 kPa to cause the 0.30 m of settlement?An approach road for a bridge needs 60000 m3 of soil compacted to a void ratio of 0.7. There are two borrow pits A and B from where the required soil can be taken and transported to the site. The borrow pit A has void ratio 0.85 and borrow pit B has void ratio 0.95. If the cost of excavation of soiland transportation is Rs. 20/10 m3for area A and Rs. 22/10 m3for area B, which of the borrow area is more economical? G=2.67A proposed embankment till requires 5000 m of compacted soil. The void ratio of the compactedd till is specilied as 0.7. Four borroww pits are available as described in the following table. which lists the respective void ratios of the soil and the cost per cubic mcter for moving the soil to the proposed con- struction site. Make the necessary calculations to sclect the pit from which the soil should be bought to minimize the cost. Assume G, to be the same at all pits.