---------- gbm1_7 gbm1_7
ATTENTION!!
Ce site NE PEUT PAS fonctionner correctement car Javacript n'est pas activé sur votre navigateur.
(Menu ou diverses fonctions inactives...)
Pour informations,
Cliquez ici.

NUMERUS
Version FrançaiseCliquez pour la version FrançaiseEnglish VersionClick here for English Version
visible Homepage
visible Les éléments connus
visible Le Site de Gizeh
visible Kheops-(Khufu)
visible Les nombres
visible Conclusions
visible Ressources


lv
Vidéos
CLASSICAL BUILDING PROCESS ASSUMPTIONS

As of today, no proven answer exists to the question of the pyramids building process,
and specially for the transport of stone blocks weighing two tons or more. The only certitude is the proven use of sledges, with skids, which induce the existence of ramps.
Click here for my own assumption
One can find a proof of the use of sledges on a bas-relief in the Geoutihotep tomb, in the el-Bersha necropolis. (The use of a sledge on soil covered with wet silt can reduce the apparent weight by a factor of ten).
The assumption of external ramps, straight or helicoidal, (Lauer, Hôlsher, Goyon ... ramps) is very unlikely because it induces huge embankments which would have had to be demolished or moved away.
On the other hand, if we accept the assumption that no ramp was used, then it would mean that the huge external walls blocks were lifted bottom-up, level after level. Although many stories since Herodote state the existence of hoisting devices, is it possible to consider they can lift the blocks from ground level to the top or rather consider that they were used only for final setting and alignment ?
 
Last but not least, such ramps had to sustain an important traffic with heavy loads: thus they can be mechanically stabilized if and only if they are either very wide or if they are hold between higher shoulders.
rampes 

LAUER front ramp theory, HOLSCHER side ramps theory and GOYON helicoidal ramps theory

 

Examples below of different block moving possibilities through sliding techniques.
rampe3

External ramp sliding, Side ramp sliding and Internal ramp sliding

 

Only the third solution using internal ramps (or shoulder hold) allows important mass transfers with all compression efforts contained: this prevents both the risk of collapsing or, on the other hand, the necessity of having prohibitively wide sliding surfaces.
This is the main reason why I don't think that any of Lauer's, Hôlsher's or Goyon's technique could have been used, at least for the overall construction.

Below the principle of "the oarsmen technique" which enable to relocate 2,5 tons blocks with only a pressure of 30kgs for levers of 2,50meters length with a 50 centimerers fulcum point. (A child astride at theend of lever could do it).
rameurs_rampes

Click here for my own assumption

Page d' Accueil
Page Précédente
Haut de Page
Welcome
Page Previous
Top

Site optimized for 1024 x 768 pixels.
Copyright© C. & M.Sélaudoux 2003-2024