By
Mr. S.L. Ghorpade
Under the guidance of Prof. A.B. Shendge
Dattakala Group of Institutions Faculty of Engineering, Swami – Chincholi (Bhigwan).
Abstract- The construction of tunnel is important for different purposes. They can be constructed for railways, roadways, pedestrian footways and can be built in hard rock, soft ground, river bed and are also used to convey Hydroelectric power, water stream, or as a sewer. The construction of Diversion Tunnel, Pressure Shaft, and Tailrace Tunnel to convey water is considered in this project. To identify Scheduling of different activities by various methods Network Diagram, C.P.M., P.E.R.T. and their cycle time is calculated. Scheduling for different activity is carried out with the help of Network Diagram & Primavera Software will be carried out in a project stage II. Study of Estimation for a Diversion Tunnel, Pressure Shaft, and Tailrace Tunnel by both methods. Excavation in heading and benching, Rock bolt support work, lining work is considered for cycle time and cost estimation calculation in Diversion Tunnel, Pressure Shaft, and Tailrace Tunnel. Estimation is also carried out by two methods. The comparison of two methods adopted for excavation work and estimation will be carried out in a project stage II.
Keywords- Scheduling, C.P.M., P.E.R.T., Gantt chart, Network Diagram, Estimation, Heading, Benching, Cycle time, Lining, Rock Bolts, Diversion Tunnel, Pressure Shaft, Tailrace Tunnel.
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Civil Engineering enhances the development of physical infrastructures, and environmental sustainability.
Dear sir,
Req:-the IS 2386 method procedure in fine aggregates of results in sieve no 150 microns test results at passing16.4 is coming, but as per Indian standard, 0-10 percentage any problems in concrete
Remarks:- the sample supplied satisfies the requirements of grading zone ll as per IS 383-2016.according to IS 383-2016 for crushed stone sand ,the permissible limits on 150 microns IS sieve is increased to 20%.this doesn’t affect the 5% allowance permitted in CI 6.3 (pls any suggestions for results)
Thanking u sir
Civil engineers build the world’s infrastructure. In doing so, they quietly shape the history of nations around the world. Most people can not imagine life without the many contributions of civil engineers to the public’s health
Hi Engineers
I am facing a problem with a residential elevator that needs maintenance.
The problem is with vibration in the traction motor. We will try to solve with bumpers.
In your opinion, is this enough?
We receive indication of spring bumpers – we immediately rule out the need for spring changes and machine hoists in addition to the spring movement can cause the drive drive assembly to move.
Could you suggest the most appropriate type of material, dimensions and better distribution of these shock absorbers, as well as if you know of some example project where we can guide you?
Thanks in advance.
Sir I want to know that the AMICE degree of the institution of Civil Engineers Ludhiana Punjab is valid for further promotions in future or Govt job?
Pls reply…
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Birds are Civil engineers because they construct there home by considering the effect of loads!!!!!!
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I want to know about quality control of civil construction work and construction materials also. please guide me, and guide me interview question-answer of interview about quality control.
Huge information of great help. Thanks a lot, sincerely.
which references of BIS specifications, codes are available for under ground water pressure in surrounding Rock mass of tunnel and other underground structures.
which aspect of civil engineering is the best?
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Thanks for adding our softwares in your “Civil Engineering Softwares” section.
Hello everyone I have a doubt.We constructed a building 18×30=540 Sq.ft 18 ft is from north to south and 30 ft from east to west with ground floor and first floor.In the terrace we are constructing a head room in the south east(Agni moola) and thought placing the two syntax tank (500 liters each)on top of the head room.But the problem is some one told us the south east(Agni moola) can’t go higher than the south west(Kubera moola). So what we thought was just construct columns,beams and slab in the south west(Kubera moola) and place the two syntax tank on top of the slab.The slab dimension is 18×11’6″. In this 18 x 11’6″ area we have six columns.Two columns in the first and two in the middle and two in the last.But the problem now is only one column rod is extending up to the terrace.That column rod is middle one.The other five column rods were cutted for making parapet walls.So now the other columns rods is up to the first floor top slab and not up to the terrace. What can we do to construct the columns beams slab and place the two syntax tank on top?
Hello,
Is there any Water and Hydraulics engineer here?
What is concret PCI Grad or mark and how i can chanch one to other.
suppose In site work any column are not located in right possion and column are already full fill than what can i do fo this problem??????