A 30 cm diameter friction pile is embedded 10 m into a homogeneous consolidated deposit. Unit adhesion developed between clay and pile shaft is 4 t/m2 and adhesion factor is 0.7. The safe load for factor of safety 2.5 will be ?->(Show Answer!)

Question Set

1. A 30 cm diameter friction pile is embedded 10 m into a homogeneous consolidated deposit. Unit adhesion developed between clay and pile shaft is 4 t/m2 and adhesion factor is 0.7. The safe load for factor of safety 2.5 will be

Show Similar Question And Answers

QA->Find the maximum velocity for the overturn of a car moving on a circular track of radius 100 m. The co-efficient of friction between the road and tyre is 0.2?....

QA->In which State in India, is a certain amount of grants paid out of the Consolidated Fund of the State for the maintenance of some Hindu temples and shrines, as per the provisions of the Constitution?....

QA->Which mixture is homogeneous?....

QA->Substances that reduces friction are called?....

QA->Homogeneous mixture of two or more substances is called?....

MCQ->A 30 cm diameter friction pile is embedded 10 m into a homogeneous consolidated deposit. Unit adhesion developed between clay and pile shaft is 4 t/m2 and adhesion factor is 0.7. The safe load for factor of safety 2.5 will be....

MCQ->Consider the following statements pertaining to a pile group and a single pile at failure : 1. In loose and medium dense sands, the failure load per pile in a group will generally be greater than the failure load for a single pile. 2. In cohesive soils, the failure load per pile in a group will be greater than failure load for a single pile. 3. For piles driven in dense sands, the failure load per pile in a group is greater than the failure load for a single pile. 4. When the pile spacing is greater than 10 times the pile diameter, the failure loads per pile in a group and forly same in both sands and clays. Of these statements :....

MCQ->A pile of 0.50 m diameter and of length 10 m is embedded in a deposit of clay. The un-drained strength parameters of the clay are cohesion = 60 kN/m2 and the angle in internal friction = 0. The skin friction capacity (kN) of the pile for an adhesion factor of 0.6, is....

MCQ->Consider the following field tests : 1. Vertical pile load test 2. Cyclic pile load test 3. Lateral pile load test 4. Instrumented test pile While estimating the load carrying capacity of a pile, the tests that can be used for separating the skin resistance from point resistance, would include....

MCQ->In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed....

Terms And Service:We do not guarantee the accuracy of available data ..We Provide Information On Public Data.. Please consult an expert before using this data for commercial or personal use | Powered By:Omega Web Solutions
© 2002-2017 Omega Education PVT LTD...Privacy | Terms And Conditions Question ANSWER With Solution