In the given soil profile determine the 6' of the points A,B,C and D. Show the variations in a diagram below, Considering NO seepage.

Q: someone can help me in this one please.   The moist unit weight of soil is 19.2 KN/m^3. Given that…

A:

Q: The natural ground water table at a site is located at a depth of 2 m below the ground level.…

A:

Q: Take degree of saturation 60%.find wet unit weight and void ratio

A: Given data : Specific gravity of soil GS=2.71 Moisture content W%=22.4 Degree of saturation S%=60…

Q: Question attached

A: Solution Given data Thickness of sand layer=6' Permeability of sand=2*10-3ftsec

Q: 5. To determine the grain size distribution of fine-grained soil (smaller than 0.075 mm), Hydrometer…

A: 5- To determine the grains size distribution of fine grained soil(smaller than0.075mm),hydrometer…

Q: Waer spply 0.35 Solid B 0.25 Solid 0.30 A

A: The system given is :

Q: Problem 1 --- An embankment has a mass density of 2000 kg/m3. Laboratory test shows that the soil…

A: Mass density of Soil = 2000kg/m3 Dry Density of soil = 1600kg/m3 Void ratio at loosest state = emax…

Q: 6. For a given sandy soil, the maximum and minimum dry unit weights are 16.98 kN/m³ and 14.46 kN/m²,…

A: Consider the given data Maximum dry unit weightγdmaxγdmax=16.98 kN/m3Minimum dry ubit…

Q: The hydraulic gradient for quicksand condition is equal to 1.29 with a void ratio of 0.42. The moist…

A:

Q: A saturated soil has a void ratio of 0.6 and specific gravity of 2.8. Compute the value of (a) the…

A: Given: Void ratio, e = 0.6 Specific gravity, Gs = 2.8 Degree of saturation, S = 1 (as the soil is…

Q: The soil profile at a site consists of 2 m of sand underlain by 6 m of clay, which is underlain by…

A: Given:- Thickness of sand layer=2 mThickness of clay layer is=6 mWater table is 1.5 m below the…

Q: Problem 3. A 4m thick of clay is overlain by 4m thick of sand. The ground water table is 1m below…

A: COmpression index is given byCc=0.009LL-10

Q: A layer soil has the following data: Compute the equivalent coefficient of permeability in the…

A:

Q: PROBLEM A canal and a river run parallel an average of 1500 m apart. The elevation of the water…

A: Length L=1500 m Head difference h=(45m-35m)=10 m Thickness t=z=2 m

Q: A canal and a river run parallel an average of 250 feet apart. The elevation of the water surface in…

A:

Q: A soil sample has water content of 10%and wet unit weight of 20KN/M3.If the specific gravity of…

A: Solution: Given data: water content=10%Unit weight=20 kN/m3specific gravity=2.7 (a) Dry unit weight…

Q: At a planned construction site, subsurface sampling indicates that the soil wet unit weight is 19.5…

A:

Q: A soil has discharge velocity of 5 x 10-7 m/s and a void ratio of 0.50. Its seepage velocity will be…

A:

Q: Q.1 Capillarity Action The natural groundwater table at a site is located 2m below the ground level.…

A: Given data- Water table 2 m below ground level- Void ratio e=0.75, Grain size for 10% fines D=0.05…

Q: Results of two consolidated-drained triaxial tests on a clayey soil are as follows: a's (kN/m?) Test…

A: Since you have asked multiple question, we will solve the first question for you. If youwant any…

Q: A 100% saturated soil having a water content of 37.50% and Gs = 2.72. Determine a) void ratio, b)…

A:

Q: The relative compaction (RC) of a sa ndy road base in the field is 90%. The maximum and minimum dry…

A:

Q: A sample of saturated soil has a water content of 25% t and a bulk unit weight of 20 kN/m².…

A: Given, Water content=(w) = 25%=0.25 Bulk unit weight= Y= 20kN/m³ To find; - dry density, void ratio,…

Q: If the water content of a fully saturated soil mass is 100% thvoid ratio of the sample is ... a.…

A: Given data : Water content=w Degree of saturation=S Specific gravity of soil solid=G Void ratio=e

Q: Calculate the dry density, void ratio, degree of saturation, and volume of air.

A:

Q: 3. (a) The mass of a soil sample is 254.1 g out of which mass of solid is 210 g. The value of volume…

A: Weight of soil = 254.1 g Weight of solid = 210g Void ratio (e) = 0.61 Volume of air = 1.9cc Weight…

Q: Q1. A (5 point) A clay soil found to have (L. L) at 75%, (P.L) at 45%, and (S.L) at 25%, if a sample…

A:

Q: The Atterberg limits of a clay are: LL= 60%, PL-45%, and SL-25 %. The specific gravity of soil…

A: LL=60%PL=45%SL=25%volume of soil sample when water content is reduced from LL to 20% (volume of soil…

Q: 1- The moist unit weight of a soil is 20 kN/m3. Given that Gs = 2.7 and w = 9.5%, determine: ● Void…

A: Given that :- Moist unit weight of soil = γ =20 kN/m3 Gs=2.7w = 9.5% To determine a) void ratio b)…

Q: The following are the results of a CU test conducted on a clean sand: 03 = 175.2 kPa %3D (Aoa)s =…

A:

Q: Compute the void ratio of uniformly graded coarse grained soil in (i) loosest possible state (ii)…

A:

Q: Calculate the permanent welting point if the depth of water in the root zone at the permanent…

A: Given data: The depth of water in the root zone at the permanent welting point per meter depth of…

Q: Using the Unified Soil Classification System, designate the following soil. Dio =0.200 mm D10- 0.730…

A: Unified Soil classification system (USC): The USC was first developed by Casagrande in 1948. This…

Q: The hydraulic gradient for quicksand condition is equal to 1.20 with a void ratio of 0.54. The moist…

A: Given: Critical hydraulic gradient  Void ratio  Moist unit weight  To find: Specific gravity…

Q: Determine the degree of staturation if void ratio is 0.62, water content 0.21 and specific gravity…

A:

Q: A soil profile is shown. Dry Sand 2m G-2.66 e=050 A- lay Zone of Capillary rise Gs=2.71 en0.75 2.5m…

A: As per the notations A,B,C and D figure seems incorrect: The correct representation will be:

Q: 4-When consolidation of a saturated soil sample occurs, the degree of saturation a- increases b-…

A:

Q: Given data : Degree of saturation=0.285 Water content%3D0.22 Specific gravity=2.67 Find void ratio

A: We know.  Se= wG S -- degree of saturation e -- void ratio w -- water content G -- specific gravity.…

Q: 21. Calculate the permanent welting point if the depth of water in the root zone at the permanent…

A: Given- Depth of water in root zone (d'/d) =0.4 m per meter depth of soil. Dry density = 16 kN/m3, It…

Q: The section through a long cofferdam is shown below, the coefficient of permeability of the soil…

A: Coefficient of permeability (K) = 6 × 10-8 m/s Determine the quantity of seepage entering the…

Q: 3. A falling head permeability test is performed on a fine gravel soil. The soil sample has a length…

A:

Calculation of Settlement

The vertical displacement of the structural foundation due to the loading from the superstructure is known as settlement. It is due to the reduction of air voids present in the soil. The amount of vertical displacement depends on the bearing capacity of the soil on which the foundation is laid. The effect of the settlement depends on the magnitude of settlement, uniformity, and the structural design of the structure. The maximum allowable settlement for residential and office buildings should be less than 18 mm, for industrial buildings, it is 38 mm and for commercial buildings, it is 25 mm.