Designing of pipe jacking, Civil Engineering

Assignment Help:

Question

While designing of pipe jacking, what particular areas on pipe joints have to engineers make sure of?


Answer

While in pipe jacking, jacked pipes may well hardly be jacked in designed level and alignment and a number of deviation from original one is commonly adequate provided that deviation are within tolerance of Contract. Though, in order to let alone damage made to pipe joints due to overstressing, it is essential to estimate stress concentrations resulting from these pointed deflections.

 

 


Related Discussions:- Designing of pipe jacking

The senior project, I want to know what materials should I use for roofing ...

I want to know what materials should I use for roofing on the steel truss roof for a storage building 18x60 sqft

Which type of pile cap transfers loads equally to piles, Q. Which type of p...

Q. Which type of pile cap transfers loads equally to piles, flexible pile cap orrigid pile cap? Loads from columns transferring to pile cap persuade tensile forces at the bott

Define the frame column analysis, Define the Frame Column Analysis 1. B...

Define the Frame Column Analysis 1. Based on if a column section is a braced frame or unbraced frame. 2. Braced frame-indicates buckling mode shape does not involve tr

#title.roads., metal sizes required and adopted question #Minimum 100 words...

metal sizes required and adopted question #Minimum 100 words accepted#

Soil classification - road materials, Soil Classification: Based on p...

Soil Classification: Based on particle size, the soils can be classified as under, adopting the IS soil classification system: 0.002   0.075   0.425   2.36     4.75

Cutbacks and emulsions, Cutbacks And Emulsions: Cutbacks A cu...

Cutbacks And Emulsions: Cutbacks A cutback is a bitumen whose viscosity has been reduced by adding a diluent such as naphtha or kerosene. The use of cut-back is not f

How the water table is lowered, The water table is lowered from a depth of ...

The water table is lowered from a depth of 3 m to a depth of 6 m in a deposit of silt. The silt remains saturated even after the water table is lowered. What would be the enhance i

Strenght of meterials 2, Difference between direct and bending stress diagr...

Difference between direct and bending stress diagrams

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd