Q. What are the horizontal forces that are prone to act on a well foundation?

View solution

Q. The analysis of well foundation is done based on the assumptions of _________

View solution

Q. The maximum depth of scour at the nose of pier is _______ Lacey’s value.

View solution

Q. Coefficient of horizontal soil reaction m, depends on _________

View solution

Q. When a rigid well starts moving parallel, it transforms the soil in to __________

View solution

Q. According to Terzaghi and Peck, the ultimate bearing capacity can be determined by which of the following expression?

View solution

Q. The well curb is designed for which of the following purpose?

View solution

Q. Which of the following can be assumed for design purpose of well curb?

View solution

Q. An effective well curb should withstand ___________

View solution

Q. The cutting edge should be provided with an angle of __________

View solution

Q. A sharp vertical edge for the well is provided at _________

View solution

Q. At a given depth, the skin friction of the well is equal to __________

View solution

Q. For loose sand, the value of skin friction is between ________

View solution

Q. Frictional resistance developed during the sinking the well depends on __________

View solution

Q. The skin friction developed in San Francisco Oakland Bay Bridge, was reduced by, which of the following methods?

View solution

Q. The bottom plug is designed in _________ shape.

View solution

Q. Laying of the well curb in river bed having water, is done by _________

View solution

Q. To avoid the setting of the cutting edge unevenly, ___________ can be introduced.

View solution

Q. The inside shuttering of the well curb is made up of _________

View solution

Q. Excavation of soil inside the well in river beds can be done by ________

View solution