statistiche ricercatore

Nome	#
Constitutive modelling of viscous behaviour of soils: A case study	139
One-dimensional response of peaty soils subjected to a wide range of oedometric conditions	130
On the reliability of 3D numerical analyses on passive piles used for slope stabilisation in frictional soils	109
A one-dimensional viscoelastic and viscoplastic constitutive approach to modeling the delayed behavior of clay and organic soils	104
Passive soil pressure on sloping ground and design of retaining structures for slope stabilisation	96
Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compounds	86
Characterization of the dynamic behavior of shallow foundations with full-scale dynamic tests	85
A two-yield surfaces, viscoplastic constitutive model for ceramics and geomaterials	76
Dynamic characterization of shallow foundations with full-scale tests	44
A nonlinear viscoelastic-viscoplastic model for clay materials	43
A nonlinear viscoplastic double yield surface constitutive model for geologic materials	15
Totale	927

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2018/2019	64	0	0	0	0	0	0	0	0	0	0	33	31
2019/2020	198	15	8	7	23	22	15	29	17	26	22	10	4
2020/2021	159	8	11	23	12	6	41	4	10	10	13	12	9
2021/2022	139	19	19	0	13	1	6	4	16	4	22	16	19
2022/2023	186	20	27	1	37	13	28	0	16	35	1	7	1
2023/2024	75	6	3	5	0	6	40	2	9	0	3	1	0
Totale													927