Civil & Environmental Engineering
Parent: College of Engineering
eScholarship stats: Breakdown by Item for September through December, 2024
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 0227z2t1 | SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state | 81 | 36 | 45 | 44.4% |
| 0p96v327 | DYNAMIC BEHAVIOR OF FOUNDATIONS: AN EXPERIMENTAL STUDY IN A CENTRIFUGE | 81 | 5 | 76 | 6.2% |
| 0hc042kf | CENTRIFUGE PREDICTION OF EGRESS SYSTEM PERFORMANCE | 74 | 2 | 72 | 2.7% |
| 830502mm | Use of Photron Cameras and TEMA Software to Measure 3D Displacements in Centrifuge Tests | 74 | 11 | 63 | 14.9% |
| 5rv3d8np | Effect of Anisotropic Consolidation on Cyclic Liquefaction Resistance of Granular Materials via 3D-DEM Modeling | 63 | 51 | 12 | 81.0% |
| 74986309 | Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments | 33 | 15 | 18 | 45.5% |
| 042876p3 | Effect of coefficient of uniformity on cyclic liquefaction resistance of granular materials | 31 | 15 | 16 | 48.4% |
| 1vh8z8hp | Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands | 27 | 13 | 14 | 48.1% |
| 33k7b297 | SKS02: Centrifuge Test of Liquefaction-Induced Downdrag in Uniform Liquefiable Deposit | 26 | 4 | 22 | 15.4% |
| 0xj8f0s6 | Effect of particle shape on cyclic liquefaction resistance of granular materials | 23 | 15 | 8 | 65.2% |
| 1r37v116 | Roles of pre- and post-liquefaction stages in dynamic system response of liquefiable sand retained by a sheet-pile wall | 20 | 14 | 6 | 70.0% |
| 8c8737bb | Proceedings of the Symposium on Recent Advances in Geotechnical Centrifuge Modeling | 20 | 12 | 8 | 60.0% |
| 3803023v | Centrifuge Study of Downdrag on Axially Loaded Piles in Liquefiable Soils | 19 | 6 | 13 | 31.6% |
| 5zc626pj | SKS03: Centrifuge Test of Liquefaction-Induced Downdrag in Interbedded Soil Deposits | 19 | 2 | 17 | 10.5% |
| 98d576pk | Liquefaction of granular materials in constant-volume cyclic shearing: Transition between solid-like and fluid-like states | 19 | 5 | 14 | 26.3% |
| 24g1m0w0 | Modeling of Dry and Saturated Soil-Foundation Interfaces | 18 | 6 | 12 | 33.3% |
| 1fd8r504 | Using Cameras for Measuring Displacements in Model Tests | 17 | 9 | 8 | 52.9% |
| 2p4529hr | Strategies for numerical simulation of cast-in-place piles under axial loading | 15 | 2 | 13 | 13.3% |
| 9qv8z3gr | Evolution of granular materials under isochoric cyclic simple shearing | 15 | 0 | 15 | 0.0% |
| 0385q85p | Centrifuge modelling of artificial sand islands in earthquakes | 14 | 0 | 14 | 0.0% |
| 06b3p6g4 | Parametric Study of Liquefaction Induced Downdrag on Axially Loaded Piles | 14 | 2 | 12 | 14.3% |
| 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 | 0 | 13 | 0.0% |
| 6h49q8ng | Multidirectional cyclic shearing of clays and sands: Evaluation of two bounding surface plasticity models | 13 | 1 | 12 | 7.7% |
| 9xn632p3 | Evolution of granular media under constant-volume multidirectional cyclic shearing | 13 | 0 | 13 | 0.0% |
| 1vx67612 | RELATIONSHIPS FOR MODELLING WATER FLOW IN GEOTECHNICAL CENTRIFUGE MODELS [abstract] | 12 | 4 | 8 | 33.3% |
| 73k7s64v | The L.C.P.C. Centrifuge | 12 | 3 | 9 | 25.0% |
| 1m7328wc | Modeling cyclic shearing of sands in the semifluidized state | 11 | 2 | 9 | 18.2% |
| 3t63g4h0 | EVALUATION OF A CONSTITUTIVE MODEL FOR SOFT CLAY USING THE CENTRIFUGE | 11 | 3 | 8 | 27.3% |
| 4k24x5vb | AMERICAN LITERATUREON GEOTECHNICAL CENTRIFUGE MODELING 1931 - 1984 | 10 | 3 | 7 | 30.0% |
| 8m14w12z | BEHAVIOR OF A TUNNEL DURING A RAPID EARTHQUAKE FAULTING EPISODE | 10 | 1 | 9 | 10.0% |
| 8sm1n7kz | CENTRIFUGAL MODEL TESTS FOR ULTIMATE BEARING CAPACITY OF FOOTINGS ON STEEP SLOPES IN COHESIONLESS SOIL [abstract] | 10 | 1 | 9 | 10.0% |
| 93r6q61n | The simplified thermal modeling approach used in CalME | 10 | 1 | 9 | 10.0% |
| 9qt2m9zz | An investigation of the bearing capacity of footings under eccentric and inclined loading on sand in a geotechnical centrifuge | 10 | 2 | 8 | 20.0% |
| 2332q682 | PHYSICAL AND NUMERICAL SIMULATIONS OF SUBSIDENCE ABOVE HIGH EXTRACTION COAL MINES | 9 | 2 | 7 | 22.2% |
| 4144w6wb | DESIGN CHARACTERISTICS OF THE BOCHUM GEOTECHNICAL CENTRIFUGE AND POSSIBLE FIELDS OF RESEARCH | 9 | 1 | 8 | 11.1% |
| 73x8g9zw | Fulfilment of boundary conditions for seismic simulation | 9 | 1 | 8 | 11.1% |
| 7hj7j0qf | Convergence of rotational hardening with bounds in clay plasticity | 9 | 3 | 6 | 33.3% |
| 8860f09v | FACTORS IN THE DESIGN OF A ROCK MECHANICS CENTRIFUGE FOR STRONG ROCK | 9 | 3 | 6 | 33.3% |
| 3tc4m6hq | Impact of bidirectional seismic shearing on the volumetric response of sand deposits | 8 | 2 | 6 | 25.0% |
| 778858pv | Unexpected Scaling Effects in Flow Through Centrifugal Models of Permeable Soils [abstract] | 8 | 0 | 8 | 0.0% |
| 8dr0v9j8 | ANALYTICAL AND CENTRIFUGE STUDIES LATERALLY LOADED SINGLE PILES | 8 | 2 | 6 | 25.0% |
| 9mm29952 | Impact of bidirectional seismic shearing on the volumetric response of sand deposits | 8 | 2 | 6 | 25.0% |
| 0kj021g7 | Effects of size polydispersity on random close-packed configurations of spherical particles | 7 | 0 | 7 | 0.0% |
| 43z1272w | A Centrifuge Modeling Procedure for Landfill Cover Subsidence | 7 | 1 | 6 | 14.3% |
| 46d948xn | The centrifuge as an aid to the designer | 7 | 1 | 6 | 14.3% |
| 8953g9n6 | Centrifugal Modeling of Subsidence of Landfill Covers [abstract] | 7 | 1 | 6 | 14.3% |
| 1gd5r143 | NGC FACILITY AND TRENDS IN COST OF CENTRIFUGES | 6 | 1 | 5 | 16.7% |
| 1nq2p2rr | The PHRI Geotechnical Centrifuge [abstract] | 6 | 1 | 5 | 16.7% |
| 510213fk | CRATERING MODEL VERIFICATION: A CENTRIFUGE PREDICTION VERSUS FIELD RESULT FOR A 40-TON EXPLOSIVE EVENT [abstract] | 6 | 2 | 4 | 33.3% |
| 8k4584r0 | Tests on piles installed in flight on the centrifuge | 5 | 1 | 4 | 20.0% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.