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Cited by 4

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The optimal design of the retaining walls built by the Incas in their agricultural terraces

Castro, Jaime, Vallejo, Luis E., Estrada, Nicolas·2019·Journal of Cultural Heritage
DOI 10.1016/j.culher.2018.09.013
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Crossref · 10.1016/j.culher.2018.09.013

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  • Compared to later Inka terrace agriculture in the Andean region, the terrace-settlement system at Cutamalla was less standardized in terms of architecture, layout, and distribution, which seems logical due to the different political, economic, and socio-cultural context.

    “Compared to later Inka terrace agriculture in the Andean region (Kendall and Rodríguez, 2009; Castro et al., 2019; Ortloff, 2019), we want to emphasize that the terrace-settlement system at Cutamalla was less standardized in terms of architecture, layout, and distribution, which seems logical due to the different political, economic, and socio-cultural context.”

    From An integrative approach to ancient agricultural terraces and forms of dependency: the case of cutamalla in the prehispanic andes (2024) · cites this paper as Castro et al., 2019

Citations

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No references could be resolved yet.

Research works printed but not linked: 12

  1. Protzen, 1985, Inca quarrying and stonecutting, J. Soc. Archit. Hist., 44, 161, 10.2307/990027 · DOI
  2. Wright, 1997, Machu Picchu ancient agricultural potential, Appl. Eng. Agric., 13, 39, 10.13031/2013.21587 · DOI
  3. Chepstow-Lusty, 2009, Putting the rise of the Inca empire within a climatic and land management context, Clim. Past, 5, 375, 10.5194/cp-5-375-2009 · DOI
  4. Wright, 1999, Ancient Machu Picchu drainage engineering, J. Irrig. Drain. Eng., 125, 10.1061/(ASCE)0733-9437(1999)125:6(360) · DOI
  5. Alejano, 2012, Stability of granite dry-stone masonry retaining walls: analytical design, Géotechnique, 62, 1013, 10.1680/geot.10.P.112 · DOI
  6. Harkness, 2000, Numerical modelling of full-scale tests on drystone masonry retaining walls, Géotechnique, 50, 165, 10.1680/geot.2000.50.2.165 · DOI
  7. Powrie, 2002, Deformation and failure modes of drystone retaining walls, Géotechnique, 52, 435, 10.1680/geot.2002.52.6.435 · DOI
  8. Claxton, 2005, Rigid block distinct-element modeling of dry-stone retaining walls in plane strain, J. Geotech. Geoenviron. Eng. ASCE, 131, 381, 10.1061/(ASCE)1090-0241(2005)131:3(381) · DOI
  9. Oetomo, 2016, Modeling the 2D behavior of dry-stone retaining walls by a fully discrete element method, Int. J. Numer. Anal. Methods Geomech., 40, 1099, 10.1002/nag.2480 · DOI
  10. Radjai, 2009, Contact dynamics as a nonsmooth discrete element method, Mech. Mater., 41, 715, 10.1016/j.mechmat.2009.01.028 · DOI
  11. Azéma, 2012, Nonlinear effects of particle shape angularity in sheared granular media, Phys. Rev. E, 86, 041301, 10.1103/PhysRevE.86.041301 · DOI
  12. Castro, 2017, Mechanical analysis of the dry stone walls built by the Incas, EPJ Web Conf. – Powders Grains 2017, 140, 06012

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Metadata

Authors
Castro, J., Vallejo, L. E., & Estrada, N.
Venue
Journal of Cultural Heritage
Publisher
Elsevier BV
Published
2019-03
Volume
36
Pages
232-237
ISSN
1296-2074
DOI
10.1016/j.culher.2018.09.013
Cited by
4
References
0
Language
en
Licence

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