Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Processes of Paleoindian site and desert pavement formation in the Atacama Desert, Chile

View through CrossRef
AbstractA distinct feature of many of the earliest archaeological sites (13,000-11,200 cal yr BP) at the core of the Atacama Desert is that they lie at or just below the surface, often encased in desert pavements. In this study, we compare these sites and undisturbed desert pavements to understand archaeological site formation and pavement development and recovery. Our results indicate these pavements and their soils are poorly developed regardless of their age. We propose that this is because of sustained lack of rain and extreme physical breakdown of clasts by salt expansion. Thus, the core of the Atacama provides an example of the lower limits of rainfall (<50 mm/yr) needed to form desert pavements. At site Quebrada Maní 12 (QM12), humans destroyed the pavement. After abandonment, human-made depressions were filled with eolian sands, incorporating artifacts in shallow deposits. Small and medium-sized artifacts preferentially migrated upwards, perhaps due to earthquakes and the action of salts. These artifacts, which now form palimpsests at the surface, helped – along with older clasts - to restore surface clast cover. Larger archaeological features remained undisturbed on top of a deeper Byzm horizon. The vesicular A horizons (Av horizons) have not regenerated on the archaeological sites due to extreme scarcity of rainfall during the Holocene.
Title: Processes of Paleoindian site and desert pavement formation in the Atacama Desert, Chile
Description:
AbstractA distinct feature of many of the earliest archaeological sites (13,000-11,200 cal yr BP) at the core of the Atacama Desert is that they lie at or just below the surface, often encased in desert pavements.
In this study, we compare these sites and undisturbed desert pavements to understand archaeological site formation and pavement development and recovery.
Our results indicate these pavements and their soils are poorly developed regardless of their age.
We propose that this is because of sustained lack of rain and extreme physical breakdown of clasts by salt expansion.
Thus, the core of the Atacama provides an example of the lower limits of rainfall (<50 mm/yr) needed to form desert pavements.
At site Quebrada Maní 12 (QM12), humans destroyed the pavement.
After abandonment, human-made depressions were filled with eolian sands, incorporating artifacts in shallow deposits.
Small and medium-sized artifacts preferentially migrated upwards, perhaps due to earthquakes and the action of salts.
These artifacts, which now form palimpsests at the surface, helped – along with older clasts - to restore surface clast cover.
Larger archaeological features remained undisturbed on top of a deeper Byzm horizon.
The vesicular A horizons (Av horizons) have not regenerated on the archaeological sites due to extreme scarcity of rainfall during the Holocene.

Related Results

Development of a Continuous Testing Device for Pavement Structure Bearing Capacity
Development of a Continuous Testing Device for Pavement Structure Bearing Capacity
Pavement structure bearing capacity is an important evaluation parameter in pavement design, construction, maintenance management, and reconstruction, and is generally expressed by...
KINERJA MODEL PERKERASAN JALAN DENGAN BLOK PENGAKU
KINERJA MODEL PERKERASAN JALAN DENGAN BLOK PENGAKU
One of the factors causing the cracking of rigid pavement surfaces for roadways is the occurrence of tensile stresses due to vehicle wheel loads that exceed the tensile stresses of...
Decision-making system and verification of pavement diseases treatment scheme for highway reconstruction and extension
Decision-making system and verification of pavement diseases treatment scheme for highway reconstruction and extension
Abstract Based on the case of a highway reconstruction and extension project in Guangdong Province, a decision-making system for the treatment of the old pavement di...
Nondestructive data analysis for pavement profile evaluation
Nondestructive data analysis for pavement profile evaluation
&lt;p&gt;Highway pavements serve the need for safe transportation of human being and freights, so their condition deserves continuous monitoring and assessment. However, pa...
An approach to integrate GPR thickness variability and roughness level into pavement performance evaluation
An approach to integrate GPR thickness variability and roughness level into pavement performance evaluation
&lt;p&gt;It is a truism that pavements deteriorate due to the combined effects of traffic loads and environmental conditions. The manner or ability of a road to meet the de...
State of the practice in pavement structural design/analysis codes relevant to airfield pavement design
State of the practice in pavement structural design/analysis codes relevant to airfield pavement design
An airfield pavement structure is designed to support aircraft live loads for a specified pavement design life. Computer codes are available to assist the engineer in designing an ...
Dynamic Strain Response of Hot-Recycled Asphalt Pavement under Dual-Axle Accelerated Loading Conditions
Dynamic Strain Response of Hot-Recycled Asphalt Pavement under Dual-Axle Accelerated Loading Conditions
Accelerated pavement testing (APT) is an effective method to study the long-term performance of pavement. Therefore, the dynamic strain behavior analysis of asphalt pavement has im...
Harney Flats
Harney Flats
This book presents the results of archaeological excavations conducted at Harney Flats, one of the archaeological sites found as part of the I-75 Highway Salvage Program, administe...

Back to Top