extended abstracts - Geomorphic Processes and Geoarchaeology
extended abstracts - Geomorphic Processes and Geoarchaeology
extended abstracts - Geomorphic Processes and Geoarchaeology
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<strong>Geomorphic</strong> processes <strong>and</strong> geoarchaeology<br />
putrefaction of their deads [3].<br />
It should be expected that many of Early Holocene <strong>and</strong> Pleistocene sites,<br />
particularly in Siberia, still remain fully frozen. Not many of them are so far known, but<br />
in all cases (Zhokhov site, Yana RHS, <strong>and</strong> Berelekh) they are hosted by ice-rich<br />
deposits [1]. Then, experience of excavating of such sites is limited to these three cases.<br />
Excavation strategies which can be potentially used are determined mostly by (1)<br />
ice-richness of matrix <strong>and</strong> overlain deposits that is related to their genesis <strong>and</strong> age <strong>and</strong> (2)<br />
thickness of the overlain sediments <strong>and</strong> that of seasonally thaw layer. Excavations are<br />
also affected by the exposition of the area <strong>and</strong> it’s topography including general<br />
inclination of the surface, <strong>and</strong> presence of negative l<strong>and</strong> forms.<br />
After frozen matrix deposit is exposed, the excavation strategy consists of three<br />
steps: (1) thawing; (2) drying (by evaporation <strong>and</strong> drainage); (3) regular excavation of<br />
relatively dry cultural deposits. Steps (1) <strong>and</strong> (2) require permanent control. Use of forced<br />
thawing for archaeological purposes is possible in a form any controlled heat technology<br />
except for the open fire. However, fast thawing creates too much water <strong>and</strong> makes the<br />
sediment super water saturated; it looses a volume proportionally to the ice content <strong>and</strong><br />
becomes capable to flow. Because of that, forced thawing can be used only if the<br />
excavation can be drained of dried out quickly, before slump of thawed area. Most likely<br />
this can be done if the host sediment is not deep frozen <strong>and</strong> has low ice content.<br />
Ice-rich deposits are best to be excavated under natural conditions of summer<br />
insulation <strong>and</strong> evaporation forced by atmospheric heat <strong>and</strong> breeze. Certainly, an<br />
excavation of frozen sites involves routine archaeological principals. Sewing of the<br />
excavated matter is important for the Stone Age archaeology, but for frozen sites it has to<br />
be substituted by water screening with low pressure pump.<br />
Obviously, excavations organized from the day light surface (if there is no<br />
erosional l<strong>and</strong> form from which margin the excavation can be started) are the hardest case<br />
because of the drainage problem. In that case, a sort of caisson (or bore hole) to collect<br />
the water could be recommended, <strong>and</strong> water can be pumped out then. In any case, initial<br />
activity on the excavation will be slow depending mostly on the speed of drying of<br />
thawed sediments. After a part of the area becomes excavated, work goes faster because<br />
there is some space to manage the drainage <strong>and</strong> drying of the excavation. In some cases<br />
walls of the excavation require additional support in a form of falsework.<br />
The open area has to be relatively extensive, which allows having one third of it<br />
for thawing, another one for drying, <strong>and</strong> the last one under excavation itself. Multiple<br />
repeating these operations <strong>and</strong> taking turns of activities in different parts of the<br />
excavation allows excavating cultural deposits down to the bottom. Depending on<br />
weather conditions, this allows to excavate 5-10 cm of the total thickness per a day.<br />
Similar strategy was successfully used in Zhokhov isl<strong>and</strong> site, which resulted in<br />
excavating of about 500 m 2 , with a total thickness of cultural deposits up to 3 m [1].<br />
Importantly in the most of the site area there is almost no overlying sediments.<br />
Different scenario for excavations of the frozen sites is applicable for excavations<br />
of the sites with a thick cover of overlain deposits, with a thickness much greater than<br />
that of the active layer. Some kind of the erosional l<strong>and</strong> form is necessary to start this<br />
kind of the excavations. Thus, in Yana RHS the excavation was started from the frozen<br />
river bank exposure [1, 2]. Here the overlain deposits have a thickness of about 7-8 m.<br />
Most of it is frozen, except for the active layer which is less than 1 m thick. These<br />
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