Define the following: 1) Retrogression 3) Khadir Axis 2) Groyne A) Critical Ex

Q: Qc BA A and B are known points. It is required to find the coordinates of C. The angle at A is…

A: Given Horizontal pointing at B=168°44'18"Horizontal pointing at C=92°13'42"Horizontal distance…

Q: If you were to design a target to have low specular RCS, how would you proceed?

A: Radar Cross Section The effective area of a target's radar cross section (RCS) is that quantity of…

Q: PROBLEM 2: A traverse line AB is being measured by theodolite and subtense bar. At station A, the…

A: Given  Height of instrument at A = 1.48 m  Horizontal angle set up at station B = 42'18''

Q: Problem 2. The following observations were taken during a tacheometric survey using the stadia lines…

A: Given- The observation obtained from tacheometric survey using stadia lines of a theodolite.…

Q: 10.5 An angle was measured at four different times with the following results: Day 1 2 3 4 is Angle…

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Q: If the rod reading taken at 1 is 2.735 m, the elevation of 2 is 225.395 m, the difference in…

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Q: will rate immediately pls answer asap wc of the ff gives the deflection at point C

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Q: Expalin the Sampling with a Piston Sampler ?

A: Sampling: It is defined as the process in which soil is collected for testing to evaluate various…

Q: Which design features that affect the sample disturbance?

A: The key factors are :- Volume Displacement Side Friction Lateral Expansion Changes in water content…

Q: The horizontal distance between two points, A and B is 420m, and these are established along the…

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Q: The delayed pattern storm is called the second quartile storms. Select one: True False

A: The quartile storms are divided into the 4-types.  Primary quartile storm(Q1) Secondary quartile…

Q: 1.find interval latidude

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Q: Find qu Via Terzaghi's equeatioms: JE ア-132 m C =15 ka/m A=20° %3D D=3 m CirCular Shape

A: Foundation is the last supporting part of the structure known as substructure. Footing/foundation is…

Q: 80 kN 10 kN/m A C B 2 m RA 8 m Re

A: Given data:

Q: Briefly describe the principles on which seismic refraction studies for subsurface explorations are…

A: Seismic Refraction Studies:

Q: Problem 2. The following observations were taken during a tacheometric survey using the stadia lines…

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Q: The internal (d;) and external (do) diameters of a Shelby sampler are 48 mm and 52 mm, respectively.…

A: Given data,

Q: Q4/ A Gravity Survey carried out above buried Elongated Anticline contains a Great Oil Reservoir and…

A: (a) For the given data, the Gravity Anomaly profile is given below:

Q: If you were to design a target to have low specular RCS, how would you proceed? (A) Design your…

A: Radar Cross Section (RCS) : The effective area that intercepts an amount of incident power that,…

Q: QSTRUC2

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Q: Stability [ Choose ] Determinancy [ Choose ] Degree of Indeterminancy [ Choose] > >

A: To determine, stability,determinancy and degree of indeterminancy

Q: Width U/S of dam = 49.3 , length of spillway = 23.8 , head above crest 5.5 if approach velocity will…

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Q: What is the purpose of coefficients Fa and Fv used for seismic design ? Given Site class E for…

A: Fy= 50 ksi Fu= 65 ksi E = 29000 ksi Class E Sa= 0.5S1= 0.2To find- 1) Purpose of Fa and Fv2)…

Q: Water is flowing through a pipe at a pressure of 130 kPa and a velocity of 50 cm/s. what is the…

A: Total head is the summation of pressure head velocity head and that of head.  Let's calculate…

Q: 2. CASE C2 LENGTH (m) 541.55 S85°58'E Unknown S03-05 W 902.13 S52°50'W Unknown N12°42'W 650.25…

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Q: The obcerved compas bearing of ne in 1931 was 5.3730 , and the magreti decinatin f the plae then was…

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Q: What are stability and normality tests?

A: Normality: It is defined as the state of the data distribution that will occur as a normal…

Q: Explain limitations of use seismic refraction method for determining subsurface conditions.

A: Seismic Refraction: Seismic refraction maps contrasts in unstable speed – the speed at that unstable…

Q: 9. WRICH ... ite? 10. Concentrated closed circles contours with highest value in the center, is it…

A: 10) Mountains or hills are shown by a sequence of concentric contour lines gradually closing in on…

Q: So, he wittingly set up a theodolite at point A, where angle BAD is exactly 90°, and he used stadia…

A: Given   K= 101.0152545  C= 0  Angle BAD = 90°

Q: Member Magnitude, KN TYPE АВ BC CF 145 KN 1.20 m 1.20 m 1.20 m 1.60 m 1.60 m 1.60 m 1.60 m 1.60 m…

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Q: (13.2,9.2,6.8)cm ,estimate the missing data at sta. D? *

A: Given :

Q: Why is separation function important in Geosynthetics?

A: The most widely used geo synthetic materials in road networks include geo textiles (woven and…

Q: The readings given below were made with a tacheometric theodolite having a multiplying constant of…

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Q: Problem 2. The following observations were taken during a tacheometric survey using the stadia lines…

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Q: Which of the following presence is not affected for compass surveying? O a. Electric cables…

A: Given data in question  Compass survering With the help of compass surveying horizontal angular…

Q: A) RA= KN, Rg = KN 50 KN 20 KN/m 75 KN 15 KN/m 1m 1m A В 3.00 m 1 m 1m B) RA = KN, Rg = KN/m 45 KN/m…

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Q: ) What are "kink-band" failure modes?

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Q: b) Seismic refraction survey is widely used as one or geopnysical ground condition. Sketch and…

A: Geophysical methods of subsurface investigation: Geophysical methods is one of the method in the sub…

Q: Problem #1 270 kN 180 kN El = constant E=200 GPa B I-420x10° mm Required: 8max 0A OB 3m 4.5m 3m

A:

Types of scheduling techniques

We need to use project scheduling techniques or planning strategies in a project to align all its features so that it works seamlessly. The plan must be within the scope of the project and all its resources must be used efficiently. Given the flexibility of the project and its scope, it is difficult to plan it, but we are expected to do it because we are the ones who will be held accountable.