sin CONJ autem CONJ propter PREPACC fluct N41NOMSM aut CONJ impet N41NOMSM apert VPAR34GENSMPERFPASSIVEPPL pelag N21GENSN destin N11GENSF arc N11ACCPF non ADV potu V52PERFACTIVESUB3P contin V21PRESACTIVEINF0X tunc ADVPOS ab PREPABL ips PRON62NOMSF terr N11NOMSF sive CONJ crepidin N31LOCSF pulvin N21NOMSM qu PRON10ACCSF firmissi ADJ11VOCSMSUPER stru V31PRESPASSIVESUB3S i V61PRESACTIVEIND2S que CONJ pulvin N21NOMSM exaequat VPAR11NOMSFPERFPASSIVEPPL stru V31PRESPASSIVESUB3S planiti N11NOMSF minus ADVCOMP qu PRON10ACCSF dimidi N11GENSF part VPAR31DATPXPERFPASSIVEPPL reliqu N22NOMSN qu PRON10NOMSN es V73PRESACTIVEIND3S proxime ADVSUPER lit VPAR31NOMSMPERFPASSIVEPPL proclinat VPAR11NOMSNPERFPASSIVEPPL lat VPAR32NOMSMPERFPASSIVEPPL hab V21PRESACTIVESUB3S
But if on account of the breakers or the violence of the open sea, the supports cannot uphold the dams, then a platform is to be laid, as firmly as possible, starting from the edge of the shore or from a breakwater. This platform is to be laid with a level top (towards the sea) less than half its width; towards the shore, it is to have a sloping side.
final_alignments\Vitruvius_Architecture_Book_5.json