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Building with earth - Gernot MINKE (1)

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14.39

If two identical barrels converge in one strip

foundation, then the horizontal components

of the resultant thrust are neutralised (see

14.40 right). If, on the other hand, the barrels

have different shapes, then only a portion

of this horizontal thrust will be neutralised

(14.40 left).

Since adobe vaults can endure only very

small tensile forces, it is important to design

them so that, as nearly as possible, only

compressive forces occur. With a barrel vault

that bears only its own weight, this is the

case if its cross-section is an inverted catenary

curve, defined as the shape assumed

by a freely hanging chain, which is subjected

only to tractive force. When inverted, this

curve represents the ideal supporting line

(line of thrust) for a vault in which only

compressive forces occur under dead load

(14.41). This line can be computed by the

catenary formula y = a cosh (x/a), and can

be defined by the position of the two points

of support and the apex (see 14.42). In a

semicircular vault, the line of support does

not run in the centre of the wall thickness.

It might even fall outside the structure, as

shown in 14.43 A. This causes bending

stresses and usually leads to failure. If the

thickness of the vault is large enough to

14.40 14.41

contain the line of thrust within its middle 14.39 Possibilities of

third (14.43 B), then this danger is avoided. structural stabilisation

14.40 Horizontal forces

The ideal cross-section of a dome under

14.41 Reversed catenary

dead load is that which only creates compressive

forces going downwards (merid-

same length

14.42 Catenaries of

14.43 Lines of support

ional). This means a form that creates neither

tensile nor compressive ring forces. tion of loads

14.44 to 14.45 Simula-

If the cross-section has the shape of a

14.46 Calculation of surface

areas

catenary, then compressive ring forces will

occur. This might be disadvantageous if

openings have to be cut into the dome, or

if it is a dome of large span.

To work out the ideal shape of a vault, a

slice as shown in 14.44, left, is taken out

120

Designs of building elements

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