Shaft (civil engineering)

In today's article we are going to delve into the fascinating world of Shaft (civil engineering). Whatever your interest in this topic, whether for personal or professional reasons, in this article you will find relevant and updated information about Shaft (civil engineering). From its origin to its impact on today's society, through its different aspects and applications, you will immerse yourself in a detailed analysis that will help you understand in greater depth everything related to Shaft (civil engineering). It doesn't matter if you are an expert in the field or if you are just starting to become interested in it, this article is designed to give you a complete and enriching overview of Shaft (civil engineering). Get ready to expand your knowledge and discover new perspectives on this exciting topic!

In civil engineering a shaft is an underground vertical or inclined passageway. Shafts are often entered through a manhole and closed by a manhole cover. They are constructed for a number of reasons including:

Construction

There are a number of methods for the construction of shafts, the most significant being:

  • The use of sheet piles, diaphragm walls or bored piles to construct a square or rectangular braced shaft
  • The use of segmental lining installed by underpinning or caisson sunk to form a circular shaft
  • Incremental excavation with a shotcrete circular or elliptical lining
  • Incremental excavation supported by shotcrete, rock bolts, cable anchors and steel sets or ribs

Shafts can be sunk either dry or for methods such as the caisson method they can be sunk wet. Sinking a dry shaft means that any water that flows into the excavation is pumped out to leave no significant standing or flowing water in the base of the shaft. When wet sinking a shaft the shaft is allowed to flood and the muck is excavated out of the base of the shaft underwater using a grab on the end of a crane or similar excavation method. Because the shaft is flooded, the lining can not be constructed at the excavation level of the shaft so this method only suits methods where the lining is installed before shaft sinking (such as the use of sheet piles) or where the lining is sunk down with the shaft such as the caisson method.