(20 marks) to below TI nkine active force, Pa, per unit length of here as H = 6 m , Hj = 4 m, y1 = 16.5 kN eg), q = 20 kN/m² %3D %3D Surcharge -

Q: - () 4 B+tan R 2- B = and H = for triangular spoil bank \L+tan R, 2 HIN

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Q: Define the corrections required to N-value obtained from standard penetration test ?

A: The overburden pressure on the soil directly influences the SPT N value. The correction for the…

Q: 2. Pa = 75& Pe ATER S.G. = 13.55 0.4 m FIND h IN METERS STAATS 0-l m WATER PIPE 0.2 m Par /0.3 la Hg…

A: Given- PA=75rpaSGhg=13.55ρhg=13.55×1000ρhg=13550PATM=101.3rpaγH20=9.8rNm3

Q: Situation 3] A 46X.0-m long boundary line is to be laid out with a 30.0-m invar tape weighing 0.70…

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Q: 6:19 PM Done GANTT CHART CPM + B C 0.00 NK/S Vo 4G+ LTE 71 15 Х D E F G 1 2 3 Item No. Task .1…

A: Could you provide me all the information I need to help you? The information given is not…

Q: 19 - Calculate the value of the bending mounent generated atr support A of the given stucture" 120…

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Q: Answer fast

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Q: 40 kN 15 kN/m 5 kN 5 kNm A В 1m 1.5m 1.5m 1m 2m 1m 1.2 m

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Q: The following subtended angles were read on a 2m long subtense bar using a theodolite. Compute for…

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Q: A concrete gravity dam is shown below (not drawn to scale). Determinethe depth of water, dw, allowed…

A: Step 1: Given data. Step 2: Calculation for the required depth of water, dw allowed behind the DAM.…

Q: The following net accumulations were calculated. The free haul area begins at station 4+30 and…

A: Given Data: The free haul area begins at station 4+30 and continues to 14+30.   To Determine: The…

Q: Sketch of a fault having a strike angle 30 and dip 45 and rake 90 degree .Also determine the result…

A: Given Data: The strike angle of fault is 30° The dip angle of fault is 45° The rake angle of fault…

Q: السؤال الثاني what are the different between ?vertical and horizontal flow إجابتك

A: In case of horizontal floow the floow is from back to front

Q: Analyse the rectangular two way slab for the yield pattern -1 (as shown below) by virtual work…

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Q: 1. Determine the following: If w₁-5 kN/m and w2 = 7 kN/m, Est = 210 GPa, b = 50 mm and h = 150 mm.…

A: Solution-

Q: calculate this question using method of sections/ritter

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Q: Q2/[A]: A 12 m thick layer of sandy soil overlies an impermeable rock. Ground water level (GWL) is…

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Q: The ratio of the Boussinesq's influence factor to Westergaard's influence factor at point 0 (2 m…

A: The ratio of the Boussinesq's influence factor to Westergaard's influence factor at point 0 ( 2m…

Q: Give expanation to how we got.335 kip/itand why?

A: For the given steps, the explanation for obtaining 1.335 kip/in has to be given.

Q: What is the value of wetted perimeter of a cular section having radius 6m in case of

A: To find : Wetted perimeter.

Q: A) What is the over Consolidated Ratio (OCR) at the midpoint of the clay layer? B) What is the total…

A: Given:Required:Over consolidation ratio Total horizontal stress at midpoint of clay layer

Q: 7.) A distance was measured on a 5 % slope and Found to be 1589.567 m. What is the hori contal di…

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Q: The soil is excavated with a total of 3437.5m³ (including the swell of 25%) of soil. What is the…

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Q: Q7. Define consistency of soil.

A: step 1-

Q: A trapezoidal irrigation canal with side slope of 1.5 H to V is proposed to be lined with bricks to…

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Q: QIUCompare and contrast each of the following pairs: 1- Divergent & Convergent boundaries. 2- Thrust…

A: (1Q) Introduction : Divergent boundaries are locations where plates shift away from one another,…

Q: (b) Groundwater table Ysat В Y Df D Fs Ysat Qadm ww ww 17 kn/m3 16 Kn/m2 20° 1.5 m 2 m 3.5 21 kn/m3…

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Q: Yelocity orofile inside boundar y layer is given a5. sin f Find the value of 8

A: Following is the given velocity profile:

Q: Compute the immediate settlement 4H; using the Schmertmann formula using an average 4q value (qv1 =…

A: Given : qv1 = 233.3 kPa , qv2 = 163.3 kPa , qv3 = 77.0 kPa , qv4 = 44.0 kPa and qv5 = 28.0  Es at…

Q: 8. VA KN FIGURE NO. 3

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Q: Explain the Bowles (1968) Allowable Soil Pressure Chart Based on Meyerhof ?

A: The answer is below:

Q: Estimate for the number of 12mm diameter steel bars including the tire wire in kilograms if there…

A: Solution: Determine the length of one reinforcing cut bar           Net length = 1 + 0.20 hook =…

Q: 4

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Q: can someone resolve this? when I tried checking the process,, it gives different answers

A: Required Resolving the given steps

Q: raw the total, effective and PWP diagrams for the following soil profile. The ground water was…

A: Total stress at a layer present at a certain depth below ground level is the total weight of the…

Q: to ft/

A: Given data -   2002 m² / day

Q: Q1/ A farm, its area A = 10 (Hectare), depth of Roots Zone dr = 0.9 (m), porosity of soil in Roots…

A: Solution Given Data A= 10 Hacatre Depth of Root zone dR=0.9 m Porosity in root zone n=48%…

Q: In the given 20.0 meter slab and inclined 10 with the horizontal, the ends are resting on inclines…

A: Given Data:L=20mInclined angle =10°Inclined angle at B=35°Inclined angle at A = 25°Friction angle=…

Q: -) Deteumine the total seHlemest of tu following foundution (1nclucb immediate or elantic…

A: Given, Cc=0.3q=50 kipsν=0.2E=50H0=1.5Cr=0.3×0.15

Q: Compute for the Bend Allowance and K-factor. 1. 213.06 Leg Length 1 84.11 R30 BA - Leg Length 2

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Q: with a factor of safety of 3. Then, to the ground c) Comment on any differences for the computed…

A: Given: The factor of safety is 3. Consider the figure,

Q: Solution is done neatly, using same solution what would happen If the slope is increased to 0.001,…

A: Data from the follow-up:b = 12.5 ftZ = 1.1Area = 17.34 ft2Perimeter = 16.216 ftHydraulic depth =…

Q: The answer is incrroect, it should be 134.6 Kn/m^2 please try it agian!!!

A: Given,ϕ=20°qu= 140 kN/m²To determine,pore water pressure at failure for the unconfined compression…

Q: 12 water flows from-astorage reservoir into Channel which is (20 ft) wide, the channel rectangular…

A: Given thatWidth of channel = 20ftDepth of channel = 4ftRoughness coefficient = 0.01Max discharge and…

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.