Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Soil plug in marine piling system of steel tubular pile with reinforced concrete infill
At the time of initial driving process, open-ended steel piles are driven through the soils at their bases. Though shaft friction will steadily develop between the steel piles and soils inside piles at some time after pile driving. The hitting action of driving hammers persuades forces to the soil and later it comes to a stage when inertial forces of inside soils together with the internal frictional forces surpasses the bearing capacity of soils at pile toes. Thus soil plug formed is brought down by the piles.
It is almost possible to excavate all soils inside steel tubular piles and replace them entirely by reinforced concrete. Though as engineers strive to produce economical design extra cost associated with excavation of soil plug and filling of concrete can be saved in case the soil plug remains in position. Furthermore from the technical point of view it's considered unnecessary to remove the soil plugs since it serves to provide a platform for the placing of on-top infill concrete on one hand and to fill the void space below the infill concrete instead. Additionally soil plug is considered to be satisfactorily compacted by pile driving action and is deemed to be stable at the time of design life of the piling system.
Design a continuous one-way solid slab supported on beams spaced at 4.2m o.c. the width of the beam is 300mm, leaving clear slab spans of 3.9. The slab carries a uniform DL= 6 KPa.
what is black cotton soil in dry condition
why we perform survey work from whole to the part?
Check for stability in a dam
how to convewrt wcb into rcb
how to draw a shear force diagram
Q. Define Well Steoning? It is the side wall of well foundation. It is built of masonry or cement concrete not less than M 10 grade, sufficient bond rods should be provided to
Explain the term - Loss of Prestress At the transfer stage, tendons produce compressive stresses in concrete. Sooner or later, the magnitude of these stresses experiences a re
How to do deflection calculations Basic values of span to effective depth ratios for spans upto 10m may be taken as 7, 20 and 26 for cantilever, simply supported and continuous
Define the Types of Sedimentation 1. Type I Particles that settle discretely (settle as individual particles) sand, grit Pre-sedimentation for sand prior to co
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!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd