Civil & Environmental Engineering

eScholarship stats: History by Item for April through July, 2026

Item	Title	Total requests	2026-07	2026-06	2026-05	2026-04
74986309	Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments	486	100	113	153	120
1r37v116	Roles of pre- and post-liquefaction stages in dynamic system response of liquefiable sand retained by a sheet-pile wall	389	60	97	131	101
0227z2t1	SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state	323	85	57	98	83
830502mm	Use of Photron Cameras and TEMA Software to Measure 3D Displacements in Centrifuge Tests	323	47	70	110	96
24g1m0w0	Modeling of Dry and Saturated Soil-Foundation Interfaces	316	37	87	115	77
5zc626pj	SKS03: Centrifuge Test of Liquefaction-Induced Downdrag in Interbedded Soil Deposits	234	36	59	75	64
0xj8f0s6	Effect of particle shape on cyclic liquefaction resistance of granular materials	217	25	43	91	58
8c8737bb	Proceedings of the Symposium on Recent Advances in Geotechnical Centrifuge Modeling	200	44	26	63	67
33k7b297	SKS02: Centrifuge Test of Liquefaction-Induced Downdrag in Uniform Liquefiable Deposit	194	27	33	74	60
1vh8z8hp	Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands	181	9	50	68	54
5rv3d8np	Effect of Anisotropic Consolidation on Cyclic Liquefaction Resistance of Granular Materials via 3D-DEM Modeling	180	27	35	62	56
2p4529hr	Strategies for numerical simulation of cast-in-place piles under axial loading	179	26	27	73	53
3803023v	Centrifuge Study of Downdrag on Axially Loaded Piles in Liquefiable Soils	173	18	33	51	71
6h49q8ng	Multidirectional cyclic shearing of clays and sands: Evaluation of two bounding surface plasticity models	164	35	34	54	41
1m7328wc	Modeling cyclic shearing of sands in the semifluidized state	152	19	38	53	42
93r6q61n	The simplified thermal modeling approach used in CalME	144	17	25	47	55
98d576pk	Liquefaction of granular materials in constant-volume cyclic shearing: Transition between solid-like and fluid-like states	143	16	31	55	41
2c13z7p1	Quantifying the Current and Future Greenhouse Gas Emissions from Road Infrastructure in Africa	139	17	26	61	35
9qv8z3gr	Evolution of granular materials under isochoric cyclic simple shearing	132	14	23	48	47
042876p3	Effect of coefficient of uniformity on cyclic liquefaction resistance of granular materials	131	22	27	54	28
9mm29952	Impact of bidirectional seismic shearing on the volumetric response of sand deposits	128	9	36	48	35
1gd5r143	NGC FACILITY AND TRENDS IN COST OF CENTRIFUGES	122	7	16	60	39
3tc4m6hq	Impact of bidirectional seismic shearing on the volumetric response of sand deposits	122	11	25	50	36
0kj021g7	Effects of size polydispersity on random close-packed configurations of spherical particles	117	17	20	55	25
1fd8r504	Using Cameras for Measuring Displacements in Model Tests	117	12	26	45	34
9qt2m9zz	An investigation of the bearing capacity of footings under eccentric and inclined loading on sand in a geotechnical centrifuge	114	14	19	45	36
9xn632p3	Evolution of granular media under constant-volume multidirectional cyclic shearing	113	15	28	41	29
005621vv	Reply to the discussion by Dimitrios Kolymbas of the article entitled âCharacteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sandsâ	112	10	21	49	32
06b3p6g4	Parametric Study of Liquefaction Induced Downdrag on Axially Loaded Piles	106	11	16	48	31
0p96v327	DYNAMIC BEHAVIOR OF FOUNDATIONS: AN EXPERIMENTAL STUDY IN A CENTRIFUGE	96	5	21	51	19
0385q85p	Centrifuge modelling of artificial sand islands in earthquakes	94	8	15	46	25
43z1272w	A Centrifuge Modeling Procedure for Landfill Cover Subsidence	94	8	6	54	26
7hj7j0qf	Convergence of rotational hardening with bounds in clay plasticity	94	9	15	42	28
4k24x5vb	AMERICAN LITERATUREON GEOTECHNICAL CENTRIFUGE MODELING 1931 - 1984	91	7	20	41	23
0hc042kf	CENTRIFUGE PREDICTION OF EGRESS SYSTEM PERFORMANCE	89	4	13	49	23
8dr0v9j8	ANALYTICAL AND CENTRIFUGE STUDIES LATERALLY LOADED SINGLE PILES	89	7	7	50	25
510213fk	CRATERING MODEL VERIFICATION: A CENTRIFUGE PREDICTION VERSUS FIELD RESULT FOR A 40-TON EXPLOSIVE EVENT [abstract]	87	7	9	39	32
3t63g4h0	EVALUATION OF A CONSTITUTIVE MODEL FOR SOFT CLAY USING THE CENTRIFUGE	85	9	11	48	17
8k4584r0	Tests on piles installed in flight on the centrifuge	85	9	13	33	30
8860f09v	FACTORS IN THE DESIGN OF A ROCK MECHANICS CENTRIFUGE FOR STRONG ROCK	83	10	14	42	17
4wc4m8wk	PHYSICAL AND NUMERICAL SIMULATIONS OF SUBSIDENCE IN FRACTURED SHALE STRATA [abstract]	82	8	14	36	24
1nq2p2rr	The PHRI Geotechnical Centrifuge [abstract]	78	4	12	42	20
46d948xn	The centrifuge as an aid to the designer	76	10	5	35	26
8sm1n7kz	CENTRIFUGAL MODEL TESTS FOR ULTIMATE BEARING CAPACITY OF FOOTINGS ON STEEP SLOPES IN COHESIONLESS SOIL [abstract]	75	7	14	34	20
1vx67612	RELATIONSHIPS FOR MODELLING WATER FLOW IN GEOTECHNICAL CENTRIFUGE MODELS [abstract]	73		9	44	20
8m14w12z	BEHAVIOR OF A TUNNEL DURING A RAPID EARTHQUAKE FAULTING EPISODE	73	7	12	35	19
73x8g9zw	Fulfilment of boundary conditions for seismic simulation	72	1	10	42	19
73k7s64v	The L.C.P.C. Centrifuge	70	3	11	33	23
4144w6wb	DESIGN CHARACTERISTICS OF THE BOCHUM GEOTECHNICAL CENTRIFUGE AND POSSIBLE FIELDS OF RESEARCH	68	10	5	34	19
2332q682	PHYSICAL AND NUMERICAL SIMULATIONS OF SUBSIDENCE ABOVE HIGH EXTRACTION COAL MINES	65	4	5	42	14

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