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The mechanical response of stone masonry depends on the properties of the components and also on the typology created by the stone units and the mortar joints.
The case of the Chokepukio Archaeological Site is presented, which was built between 1000 and 1450 AD in the Pre-Columbian era, with a mixed masonry of stone units and earthen mortar.
The stone units were ultimately found to be connected with purlins so as to stick better and prevent from falling.
However, at T02, T10, and T11 located in stone units, the AVs30 was around 310 m/s (stiff soil).
Deterioration of stone masonry is a worldwide problem, which can be addressed by replacement of entire stone units, by consolidating the delaminated surfaces or by plastic repair [1].
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Unit 1: vitric diatomaceous silty clay/clay stone, unit 2: radiolarian diatomaceous clay stone/pelagic clay, unit 3: chert (Shipboard Scientific Party 1980).
T02, T08, T24, and T31 were located on claystone, T09, T23, T29, and T32 on the sandstone, and T21, T25, T03, T10, and T33 on the silt stone unit.
The Upper Building Stones unit of the Middle Purbeck contains fossils of turtles and fish that probably lived in brackish water.
Many of the trails have interpretive signs about the history, geology, and fossils of the region, and three trails Story in Stone at the Sheep Rock Unit, and Painted Cove and Leaf Hill at the Painted Hills Unit are accessible by wheelchair.
All the tested beams have two courses of stone masonry units.
In this work Ultrasonic Pulse Velocity (UPV), Schmidt Hammer Rebound (SHR) test and strength assessment on microcores (UCSm) and standard cubic samples (UCSc) were used to detect the uniaxial compressive strength of stone masonry units.
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