Define the Bearing Capacity of Layered Soil: StrongerSoil Underlain by Weaker Soil (c9 2 f9 soil) ?

Q: The soil arrangement shown carries 1.76 meter square footing with a column load of 583 kN.…

A: To find the settlement of clay layer

Q: The soil profile at a site consists of a 5 m thick sand layer underline by a c-o soil 1 m V Yone =…

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Q: Define the bearing capacity of soil?

A: Solution: The bearing capacity of soil is defined as the capacity of the soil in order to safely…

Q: The primary force causing saturated water flow through a soil is capillarity. a) True O b) False

A: We have to determine is that primary force causing saturated water flow through a soil is…

Q: plication of load increment. How many months will be required to reach a settlement of 8 cm ? Assu

A: Degree of settlementU1=4cm16cm=0.25TV1=π4U2=π40.252=0.04908U2=8cm16cm=0.50TV2=π4U2=π40.52=0.196349

Q: ble = 17.44 kN/m3, Below water table = 18.23 kN/m3. Pro

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Q: A stratum consisting of fine sand is 3cm thick. Under  what head of water flowing in an upward…

A: Given data- A stratum consisting of fine sand (h)=3cm  Specific gravity of soil (G) = 2.62 To find-…

Q: Geotechnical Engineering-2 Question-1: a. A fill load is applied on ground surface. WT being on…

A: Required: To provid explanation for following topics a. A fill load is applied on ground surface. WT…

Q: Problem 2: The footing shown on the next carries a 40cm '40cm column. For the soil profile shown…

A: Solution Given Diagram

Q: ck soil has water table 5 m. below the ground surface. The soil has a void ratio of 0.49 and…

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Q: A soil profile consists of a 6 m thick layer of medium dense sand over 20 m of loose silty sand and…

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Q: a. Find the cohesion of the sandy clay b. Find the angle of shearing resistance

A: Tri axial compression test:

Q: Taat=21 kN/m3 %3D Ta= 18 kN/m3

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Q: 2. A soil profile consists of 10 m of sand (y 17.6 kN/m³) over 3 m of soft clay (y 17.3 kN/m, e, o,…

A: Introduction- Soil consolidation is the mechanical process through which soil progressively changes…

Q: Discuss about the Bearing capacity of layered soil ?

A: The ultimate bearing capacity of strip footings in homogeneous soils is generally estimated by…

Q: An oil storage tank 35min diameter is located 2m below the surface of a deposit of clay 32mthick,…

A: Total settlement: In general, according to the classification of consolidation, the total settlement…

Q: Define the below ? Ultimate Bearing Capacity: Stronger Soil Underlain by Weaker Soil

A: Ultimate bearing capacity- Ultimate bearing capacity is the capacity of a foundation or footing at…

Q: Explain about the Lateral pressure conditions for cohesive soil.

A: Lateral pressure may be defined as the pressure exerted by the soil in horizontal direction on…

Q: A site is underlain by a soil that has a unit weight of 18.7 kN/m3 above the groundwater table and…

A: Total vertical stresses computed at the given depths areσzz=2.2m=(187 kN/m3)2.2m=41.1…

Q: Discuss failures.BEARING CAPACITY ANALYSES IN SOIL—GENERAL SHEAR CASE

A: Foundation are the sub-structural elements which are in direct contact with the ground and transmit…

Q: A buried saturated clay layer 8 ft thick is bounded on top by a layer of granular soil having a high…

A: The given data is shown below:

Q: If allowable bearing capacity of a soil is 375 kN/m?, S.F. = 2.5, determine the ultimate bearing…

A: Ultimate bearing capacity (qu) is the minimum gross pressure intensity at the base of foundation at…

Q: A 1.8 m square, 2 m deep footing supports a service load of 570 kN. It is supported on a clayeysand.…

A: Solution Given Data Service load= 570 kN 1.8 m square  2 m deep

Q: A 1.5 m thick strata of sand has a dry unitweight of 15 kN/m3. A contractor passes a vibratory…

A: To determine: The new thickness.

Q: Describe in detail Primary Compression Settlement for Clays.

A: Primary consolidation or 1o consolidation:

Q: Homeworks of chapter 4 1. A vertical section through a building foundation at a site is shown in…

A:

Q: SITUATION. A stratum of normally consolidated clay 7m thick is located at a depth 12m below ground…

A: Given:- The thickness of the clay = 7 m  The depth of the clay layer from the ground level = 12 m…

Q: A cut is made in stiff saturated clay that is underlain by a layer of sand. What should be the…

A: γsatclay=1900kg/m3=19 KN/m3γsatsand=1800kg/m3=18 KN/m3 Considering point A: σa=7-5γsatclay+hγw…

Q: What is the potential danger to stability in areas where the land is formed from marine clays?

A: The marine deposits are very soft to soft clays, and the thickness varies from 5 to 20 m. the clay…

Q: Explain the effect of the angle of shearing resistance of a cohesion less soil on active pressure

A: In coulombs method, the resultant pressure of cohesionless soil is assumed at one third of height of…

Q: A water tank is to be constructed on the soil deposit shown in the figure below. A circular footing…

A: To find settlement due to primary consolidation

Q: Explain the Seismic Bearing Capacity and Settlement in Granular Soil ?

A: Answer:- Seismic bearing capacity:- In the dynamic earthquake condition, the Coulomb failure…

Q: A square footing 3 m by 3 m supports a building column load that results in a foundation bearing…

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Q: Define BEARING CAPACITY ON LAYERED SOILS

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Q: A cut is made in a stiff, saturated clay that is underlain by a layer of sand (Figure 1). Find: The…

A: Total stress at A σ=(rsat)clay×2+rw×h For water pressure at A u=rw×hp  =rw×4.5 Effective stress at A…

Q: What are the Conditions for submerged soil: Lateral pressure is the total of soil plus water…

A: Submerged soils are the type of soils that are saturated with water for an adequately long time in a…

Q: Estimate the probable final settlement

A: Given- a bed of sand 12 m thick is underlain by a compressible stratum of normally loaded clay which…

Q: A bed of sand 12 m thick is underlain by a compressible stratum of normally loaded clay, 6 m thick.…

A: Given: The thickness of sand layer is 12 m. The thickness of clay layer is 6 m. The depth of water…

Q: A square footing of dimension 1.5m x 1.5m carries a load of 890 kN as shown in the image: Determine…

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Q: A SOIL PROFILE HAS 2 DIFFERENT LAYERS OF SOIL. SOIL 2 WITH sg = 2.72 AND MOISTURE CONTENT = 60%, IS…

A: Given data ; Soil 1: SG=2  w=0.65 Soil 2: SG=2.72  w=0.6 H= 3m for each layer.

Q: The soil profile at a site consists of 3 m of sand (ym = 17.5 kN/m³, ysat = 18.9 kN/m³) underlain by…

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Q: A rectangular footing of size 3 x 2 m is founded at a depth of 1.5 m in a clay stratum of very stiff…

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Q: For the strip footing shown. Calculate the reduction percentage in the bearing capacity of the soil…

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Q: A footing 3 m x 3 m is supporting a concentric load of 1100 kN. Calculate the settlement in mm of…

A: We will use formula of settlement.

Q: ) Compute the immediate settlement beneath the center of a 5 m x 5 m flexible footine resting at 0.5…

A: Given data- 5 m×5 m flexible footingStressq=100 kN/m2i Unsaturated clayqu=150 kN/m2μ=0.35E=300quii…

Q: Two points on a curve for a normally consolidated clay have the following coordinates. Point 1 : e1…

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Q: A stratum consists of fine sand of 2m thickness. under what head of water flow in upward direction…

A: Given data : Specific gravity (G)=2.65 Void ratio (e)=0.58 Thickness of stratum (L)=2 m

Q: How to increuse the bearing capacity? What are the influences of seepage water on the stability of…

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Q: B- Calculate the average permeability of a formation that consists of four beds in series, assuming:…

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Q: Two points on a curve for a normally consolidated clay have the following coordinates. Point I: e, o…

A: Given,e1=0.75, e2=0.60, σ1=4021 lbft2,σ2=7374 ibft2Thickness of clay layer=40ft P0=Overburden…