-) Deteumine the total seHlemest of tu following foundution (1nclucb immediate or elantic settlement) 50 kips Gaoond Fill Y= 85 pef 46 footing FILL silty clay E:S

Q: The following data are cross-section notes of the ground which will be excavated fora roadway having…

A: Given  Base width= 10 m

Q: Explain the DeBeer (1965) settlement analysis analogous ?

A: DeBeer settlement analysis analogous (1965): DeBeer proposed a settlement analysis analogous to one…

Q: 6.5 Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by…

A: It is required to calculate the volume of cut. Here, A1 is the area of 1st station, A2 is the area…

Q: Line MN, 250m e recorded as follows.' long, was paced five Himer by the surveyor and ヤAL N6-…

A:

Q: Determine the cost of total earthwork of a highway section having the cumulative volume shown in the…

A: Given -  OVERHAUL COST - 650 ID/m3 BORROW COST - 2500 ID/m3 Free haul cost = 1250 ID/m3 FREE HAUL…

Q: Net Cumulative Yardage 5000 4000 3000 2000 1000 -1000 -2000 0 -3000 -4000 -5000 08.0 ○ 9.2 0 O None…

A: The mass haul diagram is the graphical representation of the cuts and fills where the x-axis…

Q: Define how Anagnostopoulos eta!. (1991) suggested grouping settlement estimates ? Explain them ?

A: Anagnostopoulus et al (1991) suggested grouping settlement according to stiffness. It is based on…

Q: Net Cumulative Yardage 5000 ● 4000 3000 2000 1000 -1000 -2000 -3000 0 -4000 -5000 O 11.7 O None of…

A: The excavation cost = $4.25/cu. ydThe borrowing cost = $4.50/cu. ydThe overhaul cost = $0.75/sta*cu.…

Q: Question 1 A rectangular building with a length of 50' and a width of 30' that is 16" wide and 8"…

A: Given  Length = 50 ft  Width= 30 ft

Q: Tanuf catchment area approximated by a rectangle of size 100 KM (length) x 100 KM (width) contains 5…

A: Area Delineation and Location of Rain Gauge Stations:

Q: What exaclty are the boundry conditions?

A: In this question basic concepts of boundary conditions is being asked

Q: 5. Answer the following 61 10'

A: Solution

Q: Explain the cone penetration test (CPT) for estimating settlement ?

A: Cone penetration test (CPT) is the most common test used in soil engineering practices. The CPT is…

Q: The following data are cross-section notes of the ground which will be excavated for a roadway…

A:

Q: +dor h work space O 375.50 cyds 384.84 cyds How many cubic yards (cyds) of soil need to be removed…

A:

Q: Given the following set of slope staking notes: Sta L C R Bases 23+00 F X1 C 5.8 Base for cut = 50…

A: Given, Base for cut= 50 ft Base for fill= 30 ft Slope= 2:1

Q: Project Name: Contract Duration: ITEM NO. PART NO. C 100 (3)a 101 (3)b3 102(2) PART NO. D 200(1)…

A: Every activity and event in a construction project has a timeline, which is called a construction…

Q: How many tons of oven dry soil are contained in a rectangular plot that is 15 ft long, 18 ft wide to…

A: Given data Rectangular plot, Length = 15 ft Width = 18 ft Depth =1 m = 3.28084 ft

Q: INSTRUCTIONS: Provide yow COMPLETE solution including illustrations and sketches, legibly. Shortcut…

A: ANSWER:-

Q: The area of section 1 is 120 square meters of fill and the area of section 2 is 160 square meters of…

A: Solution:- Volume of fill by, Average End Area method:

Q: Using the average-end-area method, calculate the fill volumes for station 150 + 00 through 154 + 00.…

A: FormulaAverage area =A1+A22Volume (cy)=Average…

Q: Chlonae Usege n the tnestmest weter à 6.Oleç Id, the esiduel after LO minates Conta 120.25MGI…

A:

Q: Order the stages of settlement from the highest amount of settlement to the lowest amount of…

A: Given data,question given related to the geotechnical engineeringLet's discuss the correct order of…

Q: Determine the volume of excavation works required, assuming that Erika does not allow a quantity…

A: Given  Equilateral Traingle :  Volume = Area * Length                = 1/2 * 6* 4*4 = 48 yd^2

Q: Howz what is rate seepafe under sheet pile loa

A: Seepage is nothing but the percolation of water into ground level.

Q: Explain the calculation of Estimation of Settlements from SPT ?

A: Standard Penetration Test (SPT) : This test can be conducted to determine : 1. Relative density or…

Q: Sta 23+00 22+00 21+00 20+50 L FX₁ 21.6 0 25.0 F 2.5 20.0 F 5.1 25.2 C 0 C 4.9 0 0 R C 5.8 X₂ C 9.0…

A: The given data is shown below: Base for cut=50 ftBase for fill=30 fts=2:1

Q: Explain the concept of Estimation of the Rate of Consolidation Settlement ?

A: Solution: The consolidation settlement is basically time dependent settlement that occurs in clay…

Q: The given data of a proposed road is tabulated below. The free haul distance is 50m and the cost of…

A: The volume of the overhauled material is measured by multiplying the overhaul distance by the cubic…

Q: b. Volume of the Work Area Building Perimeter ii Centerline of Work Area: i Volume of Work Area…

A: To find the total volume of excavation.

Q: Define the D'Appolonia et al. (1968) settlement method ?

A: D'Appolonia et al (1968) settlement method : In an extensive study f the settlement performance of a…

Q: PROBUEM 3. 2.5 2.0 1.5 15 2.0 FIO: R, Location o R, Fめ、R, R, RA

A:

Q: Question 6 The given data of a proposed road is tabulated below. The free haul distance is 50Om and…

A: Given  Free haul distance=50 m  Cost of borrow= 420 Php /m3  Cost of haul= 21 Php/m station  Cost of…

Q: Discuss the concept Davisson offset limit.

A: Introduction: It is one of the methods of evaluating pile capacity from the load movement of static…

Q: Situation VI. Here under shows a table of quantities of earthworks of a proposed highway to connect…

A: Data Given: Free haul distance = 50 m Economical haul = 462.76 m Asked: Overhaul Volume Borrow…

Q: Explain the settlement method was proposed by Parry (1971) ? Explain the assumption on which this…

A: Parry (1971) : A method was proposed by parry (1971) which is similar in form to the method of…

Q: EXAMPLE: You need to calculate the curve number for a site which is composed of: Land use Aren 300…

A: Given : In the given soil, Sand = 85%                               Silt = 10%…

Q: How to compute volume of eathworks? -How to compute volume of eathworks by pit method?

A:

Q: If you are doing BIM...you should be utilizing all BIM Uses O True O False

A: BIM is utilized for making and overseeing information during the planning, construction, and tasks…

Q: Problem4: Areseruoir hauing adif ferent.Jength.of lift (45155.50)miles.a.s.streem.Line.and…

A: Given data, Lengths of reservoir L = 45, 55 and 50 miles Average width B = 1 mile = 5280 ft.  Depth…

Q: Define H -piles

A: Answer H piles are those piles whose cross-sectional area and volume displacement are relatively…

Q: Discuss Simple Elastic Solutions for Settlement

A: Simple Elastic Solutions for Settlement :

Team Management

To complete a specific task or to accomplish organizational goals along with increasing work productivity, individuals need to come together and think along a common path and direction. There are certain tasks in an organization that cannot be done alone and the involvement of more individuals is essential. These groups of individuals who work together for a common goal compose a team and the individual members involved are known as team members.