This article needs additional citations for verification. (March 2015) (Learn how and when to remove this template message)
Types of excavationEdit
Excavation may be classified by type of material::13.1
- Topsoil excavation
- Earth excavation
- Rock excavation
- Muck excavation – this usually contains excess water and unsuitable soil
- Unclassified excavation – this is any combination of material types
Excavation may be classified by the purpose::13.1, 13.2
Civil engineering useEdit
In military engineering, earthworks are, more specifically, types of fortifications constructed from soil. Although soil is not very strong, it is cheap enough that huge quantities can be used, generating formidable structures. Examples of older earthwork fortifications include moats, sod walls, motte-and-bailey castles, and hill forts. Modern examples include trenches and berms.
Heavy construction equipment is usually used due to the amounts of material to be moved — up to millions of cubic metres. Earthwork construction was revolutionized by the development of the (Fresno) scraper and other earth-moving machines such as the loader, the dump truck, the grader, the bulldozer, the backhoe, and the dragline excavator.
Mass haul planningEdit
Engineers need to concern themselves with issues of geotechnical engineering (such as soil density and strength) and with quantity estimation to ensure that soil volumes in the cuts match those of the fills, while minimizing the distance of movement. In the past, these calculations were done by hand using a slide rule and with methods such as Simpson's rule. Earthworks cost is a function of hauled amount x hauled distance. The goal of mass haul planning is to determine these amounts and the goal of mass haul optimization is to minimize either or both.
- Frederick S. Merritt, M. Kent Loftin, Jonathan T. Ricketts, Standard Handbook for Civil Engineers, Fourth Edition, McGraw-Hill Book Company, 1995.
- "Earthworks cost optimization through mass haul planning". www.topconplanning.com. Retrieved 7 June 2015.