08 – 06 Megaliths in the Subterranean Chamber Elevator

The standard elevator system (described previously for the first level) could not accommodate the exceptional size and weight of the megalithic blocks used in the King’s Chamber:

  • “Ordinary” blocks: ranging from 3 to 27 tonnes, manageable with the second-level elevator system.

  • Beams of the five ceilings and the gabled roof:

    • At 49 m: first ceiling of the chamber, with the heaviest beam weighing 70 tonnes.

    • At 62 m: final gabled roof, with the heaviest chevron weighing approximately 60 tonnes.

2. Limitations of the Standard System

  • First-level float (32 tonnes empty):

    • Draft: 8 m empty, 25.5 m when loaded with 70 tonnes.

    • In loaded condition, static equilibrium is reached at only 14.5 m—far below the required 49 m.

  • Second-level float:

    • Weighing 20 tonnes. When loaded with such a beam, it would protrude only 1 meter from the shaft—rendering it unusable.

3. Innovative Solution: Modified Hydraulic Circuit

Key configuration:

  • Intake reservoir: Confirmed by the ScanPyramids mission, located at the 20-meter level.

    • Filling: via a bucket chain passing through the “notched lintel,” which could be sealed watertight.

    • Draining: facilitated by an opening discovered by G. Dormion (fifth lintel of the descending corridor).

Water level optimization:

  • The presence of a 3-block plug at the beginning of the ascending corridor suggests a special scenario for lifting megaliths.

By opening this plug, the water circuits of the cave and the “Queen’s Chamber” could be combined:

  • Maximum water level would rise from 3 m to 23 m (the level of the Queen’s Chamber).

  • The top of the shaft at 3 m (first level) would then need to be sealed. This could be achieved by making the float’s movement watertight, for example using a waterproof textile “sleeve” around the float

  • .

Advantages:

  • Static equilibrium of the loaded float rises from 14.5 m to 34.5 m, a significant improvement.

  • However, this remains insufficient for the 49 m target—an additional 14.5 m are still required.

  • Safety margin preserved: 2.5 m of float remaining inside the shaft.

4. Two-Phase Procedure with Elevation Extension

Phase 1 – Preparation:

  • Complete drainage of the circuit.

  • Loading the beam onto the platform.

  • Refilling up to 23 m (via the intake reservoir and possibly supplemented by the basin).

  • Installation of anti-return chocks at 34.5 m to lock the platform in place with its load.

Phase 2 – Elevation:

  • New drainage cycle.

  • Installation of a modular extension (e.g., four 4-meter sections for a total of 16 m).

  • Second filling → elevation up to 49 m → immobilization with anti-return chocks.

  • Final drainage followed by beam unloading.

Adaptability:

  • Extension height is modular (e.g., 30 m for a 60-ton chevron placed at 62 m).

  • Precise adjustment of water level based on block weight and target height (e.g., N = 22.5 m for 60 t at 62 m).

5. Efficiency and Archaeological Evidence

  • Draining is straightforward using a bucket chain but relatively slow: approximately 56 m³ per day (for 10 hours of work).

  • Each fill-drain cycle would take 2 to 3 days—acceptable, considering only ~100 megaliths required lifting over the entire construction.

Confirmed traces:

  • Intake reservoir (confirmed by ScanPyramids).

  • Scan pyramids
  • Specific lintel configuration (Dormion’s observations).

  • Plug in the ascending corrid

08 – 07 Final laying

The megaliths that topped the upper chamber were coming through the cage of the first floor.

This cage would be in the same E-O axis that of the harrows chamber, a little more than 3 meters north from the intern north wall of the upper chamber, in the N-S orientation the cage was 3 meters and 4 meters in the E-O axis. Its S-E angle was at 1.4 meters from the E-O axis, and at -6.6 meters from the N-S axis at 51 meters from the base.

The megaliths were lifted by the first floor float to the course. They were laid on the float’s plateau facing east, which was the orientation of the access gallery.

Once on the course, these megaliths (beams) could only be placed in east, north or south direction.

All the beams and chevrons above the upper chamber are aligned to the north-south; the beams of the upper chamber’s ceiling must cross the void of the chamber.

After being lifted onto the course, the beam was first laid on its length, north-south oriented, then aligned to the E-O axis of the chamber, moved toward east and finally laid to its final position.

Let me detail the arrival of the first ceiling beam of the upper room

The beam arrives on the seat in a vertical position carried by the first floor float plate:

Arrivée poutre

To place it on the walls of the upper room, you must start by placing it in a horizontal position. To do this, you will tilt it by blocking it in its tracks, accelerated by a track with a slope of about 10%.

Poutre arrivant sur l'assise

Poutre avant de basculer

To prevent it from breaking when falling, it is tipped into a small pool full of water.

The model of this sinking basin is still visible near the “trial passage”, 30 cm deep at the beginning, 70 cm at the other end.

trial passage

Poutre étalée

The beam falls making a big “splash”, at the bottom of the basin a bed of copper balls had previously been placed to facilitate the subsequent movement of the beam, the bed of balls has a coefficient of friction less than 0.05, which is translated horizontally by a displacement resistance of 3.5 t for a 70 t beam

Lit de billes

To exert this force on the beam, they will use the descent of the float pressed by a counterweight made of copper ingots, a temporary gantry (not shown in the illustration) has been placed on the edges of the cage which will act as a return of rope. A rope encircled the beam which passed over the return was fixed to the center of the float.

Poutre se présentant

The track which was first positioned on a slope to accelerate the beam was changed position to be placed horizontally the beam was pulled on it leaving the pool, this track is also equipped with a bed of marbles, it adjoins another track equipped with caterpillar skates which is oriented East-West to lead the beam to its final location.

guide patins

This track is sloping to accelerate the beam towards its final location on the walls of the room, at the end the slope is steeper so that the speed acquired by the beam is sufficient to make it slide to the top of the wall so that it is positioned squarely in its final location, stopped by a stop, the 4 other beams will be placed following the same method, the placement track being shortened each time.

Pose poutre 1 final

The builders always gave a potential energy to the block to move it by making it arrive higher than its final destination thanks to which it was gravity which made them move.

On the other hand, to get out of the sinking basin they had no other choice than to pull the block with a rope.

This method was repeated identically for the so-called “discharge” rooms from an increasingly higher seating level.

For the installation of the rafters of the vault the same principles were adapted, but there was no longer any need for the shock-absorbing basin because the rafters did not fall flat, but on a wooden form which gave them the final inclination.

08 – 01 The tale of the ceiling megaliths

Chambre haute éclatée

Let’s not forget that 90% of the megaliths found in the pyramid are those at the entry, of the lower chamber and the upper chamber.

Yet, it is highly probable that the upper chamber was never designed to host the king for eternity with its cracked ceiling and its joke of a harrows chamber blocking the entry.

There are solid evidence allowing to interpret this masonry as the remains of a hydraulic machinery designed to raise the heaviest stone blocks of the pyramid.

Because, it would be an aberration to built such a huge machinery only for itself!

In this context, the craziest construction, a sheer architectural madness, is the upper chamber with its five ceilings and its vault, all huge.

This complex masonry found inside the pyramid would only make sense if there is the complex funeral in the “Big Void” which would also be waterproof construction made of granite megaliths as the upper chamber.

………….

The extraction from the quarries, the transportation, the lifting and laying of the megaliths forming the chambers’ vaults of the said “queen” lower chamber, and of the said “king” upper chamber, (including those of funeral complex) have been technical feats of the construction of the Cheops pyramid.

In the following chapters, I am going to describe the methods and the tools used and how the builders could have manage such achievement with an extraordinary economy of means only possible thanks to a clever use of the laws of nature as well as a great precision in the execution.

In the Cheops’s Pyramid, the lower chamber is topped with 18 double chevrons of 7 meters (22.9 ft) long, 2.4 m (7.87 ft) high, 8 m (26.2 ft) wide and each weights 32 t.

Above the upper chamber, more than 50 stone blocks are piled up in a incredible way, they measure between 6 and 7 m (19.6 and 22.9 ft) long, from 1.25 to 2.6 m (4.10 to 8.53 ft) high for 1 to 2 m (3.2 ft to 6.5 ft) wide, and weighing from 30 to 72 tons. I will focus my account on these blocks.

M&R1

Credits to Maraglioglio & Rinaldi

To close the volume of the upper chamber, these megaliths were laid starting from the height of 49 m to 60 m, which correspond to a total of 13 courses.

From this height, the speed of construction of the pyramid could have been around 24 days per course, or more than a year to lay hundred of stone blocks, or an average of 3 days per block.

One of the successfully key of this operation was the use of a transportation process, from the launching of the megalith in an individual small barge at Aswan to its final position in the pyramid.

The lowest part of the plateau could be flooded by the Nile during its yearly floods; at 15 m (49.2 ft) above the sea level, the searches of the “workers’ town” revealed port facilities remains, as well as a dyke remains in the Cairo area, whose highest part was also at 15 m above ground (49.2 ft).

This means that there used to be a port on a water surface of unknown configuration, but we do know that it must have reached the “lower temple” site of the Cheops’s Pyramid.

Once a year, this water surface was filled thanks to the Nile’s floods, and the rest of the year it was maintained by a team in charge of pumping water to compensate the water loss by evaporation (1,5 m / year or 4,9 ft / year), the water consumption of the “workers’ town”, and of the sluices allowing the supplies boats from the town and from the construction site – brought via a canal connecting the Nile and the town – to pass through the Nile’s variable level to the 15 m (49.2 ft) level of the water surface of the port.

The altitude of 15 m (49.2 ft) was not the highest level of the Nile’s flood, that is why the foundations of the “lower temples” have been found at 20 m above the sea level (65.6 ft).

This water surface could have served as an intermediate storage for the construction site of the pyramid, where stones of a certain volume would stay on their small boats from Aswan or Tura allowing to desynchronize the extraction rhythm and transportation of the blocks from the laying rhythm in the pyramid.

For getting the stones out of the water surface, they went through a 3-m (9.8 ft)-deep unloading basin of a sufficient surface to hold the biggest megalith on its small boat.

The megaliths floated laying on their side so that the draught of the small boat was at its minimum. Once unloaded from their carts at the plateau’s feet at 12 m (39.3 ft) level, the megaliths had to be transported along the 750 m (2460.6 ft) access causeway to the pyramid, rising by 50 m (164 ft). Then, they progressed along the access track, crossing the pyramid, to the elevator where they were lifted onto the course where they were be moved into different directions before being laid.

Continuously handling these giants without the right lifting tools that we know today, transporting them through narrow galleries, lifting them by 60 m (196.8 ft) into an elevator cage has been some of the biggest challenge of the Cheops’s Pyramid. These challenges couldn’t have been overcome without theoretical and empirical knowledges of the laws of inertia, and without a great precision in the transportation of the megaliths made possible thanks to a special foreseen equipment.

The chapters dedicated to the fluvial route, the unloading, to the lifting onto the causeway, the lifting through elevator, and laying to final position describe in details how these operations were done.

For better understanding the route taken by the megaliths on the construction site, we can observe below an illustration showing the “configuration” of the lowest part of the construction site:

Chaussée

The stone blocks came from the Nile on their small boats via a canal connecting the construction site of the pyramid.

These small boats went from and to the variable level of the Nile to the fixed level of the water surface thanks a system of sluices, and were stored on some place of this water surface.

Débarquement 2

The megaliths (and the casing stones) went one-by-one through an unloading basin, connected with the water surface by a waterproof door, and with the causeway leading to the pyramid by another waterproof door, for installing them on carts, this would take a day of work.

Débarquement 3

They were then taken over by a team responsible to transport them on the 750 m (2460.6 ft) long causeway rising over 50 m (164 ft) which too would have take a day of work.

A “boat pit’

Fosse à barque est

following the principles of second generation floats, could have been equipped with an immersible boat whose 6 m (19.6 ft) raised deck could accommodated around a hundred of workers who, sinking with the boat, could have generated the force needed to raise the megalith causeway (as well as the facing blocks from Turah) to the base level in stages.

Once on the float’s plateau of the first floor, the megaliths were lifted to their final level following a special procedure which took another day of work.

Finally arrived at its level, they crossed the course, still on the same cart (thanks to the roller skids), until they reached their final position.

From the extraction from the storage water surface to their final laying position, the megaliths went through a 4 days handling cycle, mobilizing a team of less than a hundred people.

08 – 04 From the Valley Temple to the Mortuary Temple

A causeway was built to transport the stones coming from the Nil to the base of the pyramid, 60 meters up. Today, it is completely in ruins; few traces remain, which suggest that the causeway would have measured 18 m in width and was divided into two parts: a ramp with 4% slope on 130 meters at the top of the plateau facing the pyramid, rising from 55 meters to 60 meters; and another ramp with 7.5% slope on 530 meters from the lower temple to the top end of the plateau, with a rise from 15 meters to 55 meters. Its casing was made of fine limestone from Turah.

I obtained these data from G.Goyon’s document BIFAO 67 (1967), pp. 49–69

At 15 meters up, the lower temple (Valley Temple) is in the flood radius of the Nil, as confirmed by port works found during searches on the site. This means it was at this level that the final sluice brought the stones.

Yet, unloading the stones required a 3- or 4-meter-deep basin.

With an average slope of 7.5%, it means placing the basin 70 meters to the east of the supposed location of the lower temple, say, a 600-meter ramp with a 7.5% slope gradually rising from 10 meters to 55 meters high to arrive at the top of the plateau extended by a 130-meter ramp with a 4% slope giving on the esplanade of the upper temple (Mortuary Temple), rising 50 meters from the unloading point. Read more

Yet, the great weight of these megaliths would have caused many issues in building cone rollers capable of withstanding the pressure.

Besides, there were hundreds of them to transport, so the total friction loss related to the available energy on site was insignificant. That is why I think they made sliding roller skids.

The model above shows the simple principle of this device: a ring track closing on itself, on which rests a caterpillar. The outer part of the caterpillar rubs against the bottom part of the track. If they were to be made of copper (track and caterpillar), they could be oiled to have a friction coefficient inferior to 0.1.

The elastic resistance for copper is of the order of 100 kg/mm2, so we can assume that the roller skid in the photo, of 5 × 4 cm size and 3 cm high, could withstand a load of 200 tons!

Dragging megaliths at the top of the plateau on a 7.5% slope causeway, adding 10% of friction, represented approximately 17.5% of their weight, meaning around 12 tons for the biggest.

The “sun” boat pit on the east of the basalt esplanade gives us the answer.

08 – 03 Landing the Megaliths

At least 64 granite megaliths ranging from 6 to 7 meters long, 1 to 1.74 meters wide, with heights going up to 2.5 meters, and weighing from 30 to 72 tons were piled up to seal the upper chamber.

All these blocks were transported edgewise by river from the Aswan quarry to the feet of the pyramid, giving a maximum draught of 3 meters to the small dinghy carrying them.

This small dinghy was made on the base of a frame equipped with floats tied up with ropes, so the edgewise block can be entirely immersed. This construction was designed in such a way that its center of thrust was slightly above the gravity center of the block laid edgewise to allow it to float in a stable manner.

barge

The dinghy passed through the 3- to 4-meter-deep loading basin.

The block was then placed above the roller skids that had been placed beforehand at the bottom of the basin.

Then, the basin was drained, and as the water level went down, the megalith slowly settled on the roller skids.

Once the megalith rested on the roller skids, the workers dismantled the floats. The megalith was ready for the next step.

Now, the megalith could start its journey to the pyramid’s base.