From: Canadian Geotechnical Journal, vol. IV, no. 3. Printed in Canada .

THE USELESSNESS OF ELEPHANTS IN COMPACTING FILL

RICHARD L. MEEHAN and NIKOM ISRANKURA

Erosion of irrigation canal embankments during the wet season is a perennial problem in Northeast Thailand. Grass cover is often difficult to establish because, among other reasons, the embankments are convenient pedestrian thoroughfares. Proper compaction of the embankments is an obvious remedy which is seldom applied for lack of suitable compaction equipment.

Maintenance of embankments had become a major problem along the main canal and laterals of the Lam Pra Plerg Project, an irrigation development located 60 kilometers south of the town of Korat. It occurred to the frustrated field engineers that local unemployed elephants might be recruited at a reasonable rate to perform the compaction. Although several opinions were offered on the efficacy of such a means, no record of the performance of elephants as compactors was discovered. Accordingly, it was decided to resolve this controversial question by undertaking a modest field investigation.

Elephas maximus, the Asian elephant, is regarded with particular affection by the Thai, who not only share our delight at the wondrous sight of two tons of animal flesh, but also know their elephants as dependable workers with an unparalleled capability for dragging valuable timber from the thickest jungles. The enthusiasm amounts to a national tradition; the distinguished Siamese monarch King Mongkut, upon receiving word of the American Civil War, offered President Lincoln a battle-trained squadron of elephants to crush the opposition. It was no surprise, then, that as the day of the field test approached, all concerned looked forward to the beasts proving themselves the equals of imported machines.

PROCEDURE

A fill stockpile area at the headworks was selected as a convenient site for the trial. The test material was a sandy clay of low plasticity from a nearby excavation. Natural moisture content was 4 to 5 per cent dry of optimum. The soil was spread by hand in a 20 cm lift over an area 9 meters square, and divided by string into 9 square sections (see Figure 1), or 3 east-west lanes

of 3 meters width intersected by 3 similar north-south lanes. Different moisture contents were obtained in each of north-south lanes by hand sprinkling, and different compactive efforts were achieved in the east-west lanes by varying the number of coverages. Two elephants, a cow and a bull, were used. In addition to the handler, a qualified soils technician rode on each elephant during the time that the animal was on the test lift. The intent was to direct the elephants in file back and forth through the east-west Ianes a predetermined number of times.

Unfortunately, the large number of people that crowded onto the test section to watch the operation, the sharp turns required, and the differing dialects of the handlers and technicians confused and perplexed the elephants, so that it became necessary to remove the more excitable cow from the area. In general, the test was completed as planned, although it was necessary to increase the number of passes well above original expectations. At the completion of the test, field density determinations (sand cone method) were made in each of the square formed by the intersecting lanes.

RESULTS

Field densities and moisture contents are plotted alone with the Proctor density-moisture ontent curve in Figure 2. Numbers adjacent to the plotted points designate the number of elephant passes. It is clear from the test results that this method of compaction fails to produce adequate density. This is explained as follows:

1. The weight of the animal is supported by three legs, even as it walks. The area of the imprint of each foot is typically 175 sq. cm, so that its weight is distributed over an area of about 525 sq. cm. Assuming a total weight of animal of 2000 kilograms, the applied pressure is

3.8 kg/sq. cm (54 lb./sq. in.). While this compares favourably with tire pressures of pneumatic rollers, the rate of coverage is much slower, i.e., a far greater number of passes is required for comparable coverage.