Open Access Policy Deposits
Parent: UCLA Civil and Environmental Engineering
eScholarship stats: Breakdown by Item for November, 2024 through February, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 176 | 26 | 150 | 14.8% |
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 161 | 19 | 142 | 11.8% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 125 | 104 | 21 | 83.2% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 113 | 8 | 105 | 7.1% |
| 2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 112 | 33 | 79 | 29.5% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 106 | 85 | 21 | 80.2% |
| 2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 97 | 5 | 92 | 5.2% |
| 8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 89 | 24 | 65 | 27.0% |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 89 | 69 | 20 | 77.5% |
| 5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 87 | 2 | 85 | 2.3% |
| 1qm5j970 | A screen analysis procedure for seismic slope stability | 83 | 46 | 37 | 55.4% |
| 91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 81 | 9 | 72 | 11.1% |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 80 | 24 | 56 | 30.0% |
| 5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 80 | 8 | 72 | 10.0% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 77 | 11 | 66 | 14.3% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 76 | 50 | 26 | 65.8% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 75 | 24 | 51 | 32.0% |
| 90b2c6w9 | Implications of mHVSR Spatial Variability on Site Response Predictability | 74 | 36 | 38 | 48.6% |
| 2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 68 | 17 | 51 | 25.0% |
| 8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 68 | 39 | 29 | 57.4% |
| 8xx7w310 | Failure of Tapo Canyon Tailings Dam | 68 | 8 | 60 | 11.8% |
| 33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 65 | 2 | 63 | 3.1% |
| 7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 65 | 49 | 16 | 75.4% |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 64 | 20 | 44 | 31.3% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 63 | 37 | 26 | 58.7% |
| 049660rm | A proposed seismic velocity profile database model | 62 | 6 | 56 | 9.7% |
| 280468kc | Evaluating connected vehicle-based weather responsive management strategies using weather-sensitive microscopic simulation | 60 | 47 | 13 | 78.3% |
| 7c5870pf | A general framework for modeling subregional path effects | 58 | 8 | 50 | 13.8% |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 58 | 31 | 27 | 53.4% |
| 84v1r3t8 | Strong ground motions and damage patterns from the 1999 Duzce earthquake in Turkey | 58 | 42 | 16 | 72.4% |
| 0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 55 | 15 | 40 | 27.3% |
| 5427j7f3 | Applications of non-ergodic site response in ground motion modeling | 55 | 7 | 48 | 12.7% |
| 1td7368m | Analysis of foundation damping from theoretical models and forced vibration testing | 54 | 40 | 14 | 74.1% |
| 6z40d9td | OpenSees Beam on Nonlinear Winkler Foundation Modeling of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests. | 52 | 25 | 27 | 48.1% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 50 | 14 | 36 | 28.0% |
| 0cx1452c | Variations between foundation-level and free-field earthquake ground motions | 49 | 8 | 41 | 16.3% |
| 3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 47 | 25 | 22 | 53.2% |
| 3wm8s4pg | Findings from a decade of ground motion simulation validation research and a path forward | 47 | 22 | 25 | 46.8% |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 47 | 36 | 11 | 76.6% |
| 5rt430c7 | The multi-scale damage evolution of nano-modified concrete under the cold region tunnel environment based on micromechanical model | 47 | 16 | 31 | 34.0% |
| 6f7990md | Empirical site response of Mexico City through regionalization of global subduction GMMs | 47 | 17 | 30 | 36.2% |
| 0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 46 | 11 | 35 | 23.9% |
| 48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 46 | 29 | 17 | 63.0% |
| 7c82q4gf | DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering | 45 | 28 | 17 | 62.2% |
| 9731j6bz | Reliability of low frequency mHVSR ordinates | 44 | 5 | 39 | 11.4% |
| 1sw070c3 | FEM Analysis of Dynamic Soil-Pile-Structure Interaction in Liquefied and Laterally Spreading Ground | 43 | 23 | 20 | 53.5% |
| 4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 43 | 3 | 40 | 7.0% |
| 8mk017th | Kinematic soil-structure interaction effects from building and free-field seismic arrays in Japan | 43 | 10 | 33 | 23.3% |
| 5wv5692p | Advancements in conventional and 3D printed feed spacers in membrane modules | 42 | 30 | 12 | 71.4% |
| 7qp9w0tb | Seismic soil-structure interaction in buildings. II: Empirical findings | 42 | 31 | 11 | 73.8% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.