Civil & Environmental Engineering
Parent: College of Engineering
eScholarship stats: History by Item for March through June, 2024
| Item | Title | Total requests | 2024-06 | 2024-05 | 2024-04 | 2024-03 |
|---|---|---|---|---|---|---|
| 830502mm | Use of Photron Cameras and TEMA Software to Measure 3D Displacements in Centrifuge Tests | 66 | 13 | 23 | 13 | 17 |
| 74986309 | Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments | 47 | 21 | 6 | 8 | 12 |
| 0227z2t1 | SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state | 44 | 11 | 11 | 10 | 12 |
| 0xj8f0s6 | Effect of particle shape on cyclic liquefaction resistance of granular materials | 44 | 8 | 7 | 11 | 18 |
| 5rv3d8np | Effect of Anisotropic Consolidation on Cyclic Liquefaction Resistance of Granular Materials via 3D-DEM Modeling | 43 | 16 | 5 | 10 | 12 |
| 042876p3 | Effect of coefficient of uniformity on cyclic liquefaction resistance of granular materials | 40 | 10 | 7 | 9 | 14 |
| 0hc042kf | CENTRIFUGE PREDICTION OF EGRESS SYSTEM PERFORMANCE | 35 | 22 | 4 | 6 | 3 |
| 0p96v327 | DYNAMIC BEHAVIOR OF FOUNDATIONS: AN EXPERIMENTAL STUDY IN A CENTRIFUGE | 34 | 18 | 7 | 5 | 4 |
| 24g1m0w0 | Modeling of Dry and Saturated Soil-Foundation Interfaces | 30 | 3 | 10 | 5 | 12 |
| 1vh8z8hp | Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands | 28 | 7 | 6 | 6 | 9 |
| 1r37v116 | Roles of pre- and post-liquefaction stages in dynamic system response of liquefiable sand retained by a sheet-pile wall | 23 | 8 | 5 | 7 | 3 |
| 98d576pk | Liquefaction of granular materials in constant-volume cyclic shearing: Transition between solid-like and fluid-like states | 23 | 6 | 4 | 5 | 8 |
| 3803023v | Centrifuge Study of Downdrag on Axially Loaded Piles in Liquefiable Soils | 20 | 9 | 3 | 2 | 6 |
| 9mm29952 | Impact of bidirectional seismic shearing on the volumetric response of sand deposits | 16 | 5 | 4 | 6 | 1 |
| 5zc626pj | SKS03: Centrifuge Test of Liquefaction-Induced Downdrag in Interbedded Soil Deposits | 15 | 6 | 7 | 2 | |
| 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 | 13 | 5 | 4 | 4 | |
| 2p4529hr | Strategies for numerical simulation of cast-in-place piles under axial loading | 13 | 4 | 3 | 1 | 5 |
| 3tc4m6hq | Impact of bidirectional seismic shearing on the volumetric response of sand deposits | 13 | 2 | 4 | 3 | 4 |
| 8c8737bb | Proceedings of the Symposium on Recent Advances in Geotechnical Centrifuge Modeling | 13 | 5 | 4 | 3 | 1 |
| 1fd8r504 | Using Cameras for Measuring Displacements in Model Tests | 12 | 4 | 2 | 3 | 3 |
| 33k7b297 | SKS02: Centrifuge Test of Liquefaction-Induced Downdrag in Uniform Liquefiable Deposit | 12 | 6 | 2 | 4 | |
| 9qv8z3gr | Evolution of granular materials under isochoric cyclic simple shearing | 12 | 2 | 4 | 3 | 3 |
| 0385q85p | Centrifuge modelling of artificial sand islands in earthquakes | 10 | 4 | 2 | 4 | |
| 06b3p6g4 | Parametric Study of Liquefaction Induced Downdrag on Axially Loaded Piles | 10 | 5 | 2 | 1 | 2 |
| 9xn632p3 | Evolution of granular media under constant-volume multidirectional cyclic shearing | 9 | 4 | 4 | 1 | |
| 73k7s64v | The L.C.P.C. Centrifuge | 8 | 6 | 1 | 1 | |
| 7hj7j0qf | Convergence of rotational hardening with bounds in clay plasticity | 8 | 1 | 2 | 4 | 1 |
| 8dr0v9j8 | ANALYTICAL AND CENTRIFUGE STUDIES LATERALLY LOADED SINGLE PILES | 8 | 1 | 2 | 5 | |
| 8k4584r0 | Tests on piles installed in flight on the centrifuge | 8 | 7 | 1 | ||
| 93r6q61n | The simplified thermal modeling approach used in CalME | 8 | 2 | 3 | 2 | 1 |
| 1vx67612 | RELATIONSHIPS FOR MODELLING WATER FLOW IN GEOTECHNICAL CENTRIFUGE MODELS [abstract] | 7 | 2 | 1 | 4 | |
| 8m14w12z | BEHAVIOR OF A TUNNEL DURING A RAPID EARTHQUAKE FAULTING EPISODE | 7 | 2 | 3 | 1 | 1 |
| 0kj021g7 | Effects of size polydispersity on random close-packed configurations of spherical particles | 6 | 1 | 2 | 2 | 1 |
| 1gd5r143 | NGC FACILITY AND TRENDS IN COST OF CENTRIFUGES | 6 | 1 | 2 | 1 | 2 |
| 1m7328wc | Modeling cyclic shearing of sands in the semifluidized state | 6 | 1 | 2 | 1 | 2 |
| 6h49q8ng | Multidirectional cyclic shearing of clays and sands: Evaluation of two bounding surface plasticity models | 6 | 1 | 1 | 4 | |
| 3t63g4h0 | EVALUATION OF A CONSTITUTIVE MODEL FOR SOFT CLAY USING THE CENTRIFUGE | 5 | 1 | 3 | 1 | |
| 4144w6wb | DESIGN CHARACTERISTICS OF THE BOCHUM GEOTECHNICAL CENTRIFUGE AND POSSIBLE FIELDS OF RESEARCH | 5 | 5 | |||
| 43z1272w | A Centrifuge Modeling Procedure for Landfill Cover Subsidence | 5 | 1 | 1 | 3 | |
| 46d948xn | The centrifuge as an aid to the designer | 5 | 2 | 1 | 1 | 1 |
| 4k24x5vb | AMERICAN LITERATUREON GEOTECHNICAL CENTRIFUGE MODELING 1931 - 1984 | 5 | 2 | 1 | 2 | |
| 73x8g9zw | Fulfilment of boundary conditions for seismic simulation | 5 | 3 | 2 | ||
| 9qt2m9zz | An investigation of the bearing capacity of footings under eccentric and inclined loading on sand in a geotechnical centrifuge | 5 | 1 | 1 | 3 | |
| 1nq2p2rr | The PHRI Geotechnical Centrifuge [abstract] | 4 | 1 | 2 | 1 | |
| 2332q682 | PHYSICAL AND NUMERICAL SIMULATIONS OF SUBSIDENCE ABOVE HIGH EXTRACTION COAL MINES | 4 | 1 | 2 | 1 | |
| 8sm1n7kz | CENTRIFUGAL MODEL TESTS FOR ULTIMATE BEARING CAPACITY OF FOOTINGS ON STEEP SLOPES IN COHESIONLESS SOIL [abstract] | 4 | 1 | 1 | 2 | |
| 510213fk | CRATERING MODEL VERIFICATION: A CENTRIFUGE PREDICTION VERSUS FIELD RESULT FOR A 40-TON EXPLOSIVE EVENT [abstract] | 3 | 1 | 2 | ||
| 8860f09v | FACTORS IN THE DESIGN OF A ROCK MECHANICS CENTRIFUGE FOR STRONG ROCK | 3 | 1 | 1 | 1 | |
| 8953g9n6 | Centrifugal Modeling of Subsidence of Landfill Covers [abstract] | 3 | 1 | 1 | 1 | |
| 778858pv | Unexpected Scaling Effects in Flow Through Centrifugal Models of Permeable Soils [abstract] | 2 | 1 | 1 |
Disclaimer: due to the evolving nature of the web traffic we receive and the methods we use to collate it, the data presented here should be considered approximate and subject to revision.