Question Set

1. A footing is resting on a fully saturated clayey strata. For checking the initial stability, shear parameters are used from which one of the following ?





Ask Your Doubts Here

Type in
(Press Ctrl+g to toggle between English and the chosen language)

Comments

Show Similar Question And Answers
QA->Who exhorted the world famous dictum "One caste, One religion, One clan, One world, One God"?....
QA->The Union Ministry of Earth Sciences (MoES) has launched which app for dissemination of earthquake parameters?....
QA->Which can be used for checking inflation temporarily?....
QA->Mechanical stability test is done on....
QA->In which Ministry; the census organisation has been functioning on a permanent footing since 1961?....
MCQ->A footing is resting on a fully saturated clayey strata. For checking the initial stability, shear parameters are used from which one of the following ?....
MCQ->Which three statements are true? Assertion checking is typically enabled when a program is deployed. It is never appropriate to write code to handle failure of an assert statement. Assertion checking is typically enabled during program development and testing. Assertion checking can be selectively enabled or disabled on a per-package basis, but not on a per-class basis. Assertion checking can be selectively enabled or disabled on both a per-package basis and a per-class basis.....
MCQ->For the strip footing on a saturated clay, for the given failure surface as shown in the below figure, the bearing capacity equation takes the form : (where Cu - undrained shear strength φu - angle of internal friction B - width of strip footing qc - ultimate bearing capacity of soil) ....
MCQ->A test plate 30 cm x 30 cm resting on a sand deposit settles by 10 mm under a certain loading intensity. A footing 150 cm x 200 cm resting on the same sand deposit and loaded to the same load intensity settles by....
MCQ->The following refer to the stability analysis of an earth dam under different conditions : 1. Stability of D/S slope during steady seepage. 2. Stability of U/S slope during sudden drawdown. 3. Stability of U/S and D/S slopes during construction. Of these statements :....
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