Simply press some words with your opinion,
is 850 kPa of bearing capacity with FoS of 3, achievable for 10 m dia 20 m deep caisson rest on medium dense sand with SPT N 30?
Dear friends
I have laboratory reports, with plastic limits are quite higher than that of liquid limit, can anyone please make me clear "is that possible", if yes what is the physical meaning of that soil? Is that type of soil is suitable for highway sub-grade???
Dear friends,
Please give yours opinion regarding possibility of cast in-situ bored pile with working load of 15000 KN in soft claystone to mudstone having SPT N value less than 30 around 25-27 and undrained shear strength of about 150 KPa.
Give me very rough idea regarding length and size of...
Dear friends,
Please provide good reference, or formula to calculate horizontal and vertical Spring Constant from soil properties to calculate deflection and settlement characteristics of pile foundation...
Dear sir
I have a site with gravelly boulder with coarse sand upto 25 m from NGL. SPT and DCPT value is quite higher more than 50, Maximum size of boulder is arround 40 cm, i have to design footing with pressure of 50 t/m2, which codes, standards or books are useful to me for calculation of...
Is there any reasonable correlation between undrain shear strength and SPT N-value....some code recommends N/16 Kpa and some others N/8 Kpa which is true one????
Dear friends,
U ever found such a hard clayey soil having SPT nearly 80, specific gravity nearly 2.3, organic content nearly 30%, natural moisture nearly 80%, Liquid limit nearly 90%, unconfined compressive value 500 kPa...????? my senior officer cannot accept our findings. They said they...
Is there any american or European codes for analysis and design of Cast In-Situ Bored Pile? Concern over Bearing Capacity of Concrete Bored pile in complex soft strata...Combination of alternate layer of sand and clay...
