000			a
999			_c19847 _d19847
003			OSt
005			20230831141908.0
008			230831b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_921679 _aZuluaga-Astudillo, Daniel A.
245			_aPhysical modeling in geotechnical centrifuge of foundations supported on diatomaceous soils
250			_aVol.53(1), Feb
260			_aUSA _bSpringer _c2023
300			_a1-10p.
520			_aDiatomaceous soil deposits have been found in different parts of the world. However, until recently, its applications only existed in the field of agricultural engineering and agronomy. Within geotechnical engineering, there are still few studies on the subject. In this context, the advances found in the literature highlight that these materials are characterized by presenting geotechnical responses different from those dictated by traditional soil mechanics. One of the points of interest is related to the high values of resistance to shear that they can present, even when they are within clay matrices. Therefore, it is necessary to investigate the behavior of these deposits so that the physical and mechanical responses can be known in detail when subjected to stresses transmitted by a foundation structure. Thus, this study employs reduced-scale models installed in a small diameter geotechnical centrifuge. The load and displacement trajectories of shallow and deep foundations in artificial soils built from a kaolin base with different dosages diatomaceous soils of different genesis are presented.
650		0	_94621 _aCivil Engineering
700			_921680 _aSlebi-Acevedo, Carlos J.
773	0		_dSwitzerland Springer _tIndian geotechnical journal _x 0971-9555
856			_uhttps://link.springer.com/article/10.1007/s40098-022-00663-7 _yClick here
942			_2ddc _cAR