{"id":11015,"date":"2023-05-15T15:23:50","date_gmt":"2023-05-15T14:23:50","guid":{"rendered":"https:\/\/spgeotecnia.pt\/proceedings\/shear-strength-of-a-residual-biotite-gneiss-soil-compacted-to-low-stress-levels-2\/"},"modified":"2023-12-22T15:27:44","modified_gmt":"2023-12-22T15:27:44","slug":"shear-strength-of-a-residual-biotite-gneiss-soil-compacted-to-low-stress-levels-2","status":"publish","type":"proceedings","link":"https:\/\/spgeotecnia.pt\/en\/proceedings\/shear-strength-of-a-residual-biotite-gneiss-soil-compacted-to-low-stress-levels-2\/","title":{"rendered":"SHEAR STRENGTH OF A RESIDUAL BIOTITE GNEISS SOIL COMPACTED TO LOW STRESS LEVELS"},"content":{"rendered":"\n<p class=\"wp-block-paragraph\">A. L Pereira, G.P Bernardes<\/p>\n","protected":false},"author":1,"template":"","proceedings-congressos":[219],"class_list":["post-11015","proceedings","type-proceedings","status-publish","hentry","proceedings-congressos-xi-cng-and-iv-clbg-en"],"_links":{"self":[{"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/proceedings\/11015","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/proceedings"}],"about":[{"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/types\/proceedings"}],"author":[{"embeddable":true,"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/users\/1"}],"wp:attachment":[{"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/media?parent=11015"}],"wp:term":[{"taxonomy":"proceedings-congressos","embeddable":true,"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/proceedings-congressos?post=11015"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}