Open Access Policy Deposits
Parent: Department of Civil and Environmental Engineering, UCLA
eScholarship stats: Breakdown by Item for April through July, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 553 | 178 | 375 | 32.2% |
| 8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 508 | 357 | 151 | 70.3% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 475 | 99 | 376 | 20.8% |
| 1jc1x8nf | Optimal allocation and operation of sewer monitoring sites for wastewater-based disease surveillance: A methodological proposal | 461 | 382 | 79 | 82.9% |
| 2xx7z0g4 | Techno-Economic Analysis of Solid Oxide Fuel Cell-Gas Turbine Hybrid Systems for Stationary Power Applications Using Renewable Hydrogen | 425 | 143 | 282 | 33.6% |
| 8345g1rw | Cost–benefit analysis of nanofertilizers and nanopesticides emphasizes the need to improve the efficiency of nanoformulations for widescale adoption | 415 | 213 | 202 | 51.3% |
| 2f93p946 | A latent Gaussian process model for the spatial distribution of liquefaction manifestation | 406 | 322 | 84 | 79.3% |
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 404 | 77 | 327 | 19.1% |
| 5xn5p9dt | Spatial distribution of damage potential of the 2023 Pazarcik Turkey earthquake using inelastic-response spectra of recorded and simulated ground motions | 327 | 230 | 97 | 70.3% |
| 0gc9d0d3 | Review of the 2025 Puerto Rico and Virgin Islands National Seismic Hazard Model | 316 | 127 | 189 | 40.2% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 304 | 163 | 141 | 53.6% |
| 66009373 | Panel Review of the USGS 2025 Puerto Rico and U.S. Virgin Islands Time-Independent Earthquake Rupture Forecast | 303 | 131 | 172 | 43.2% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 299 | 143 | 156 | 47.8% |
| 53f0r889 | Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake | 293 | 205 | 88 | 70.0% |
| 5h99s64q | Response of BART’s Berkeley Hills tunnel to fault displacement and impact on system functionality | 288 | 231 | 57 | 80.2% |
| 53g2j685 | Desalinating a real hyper-saline pre-treated produced water via direct-heat vacuum membrane distillation | 287 | 172 | 115 | 59.9% |
| 5wv5692p | Advancements in conventional and 3D printed feed spacers in membrane modules | 283 | 155 | 128 | 54.8% |
| 7x65t4q4 | Mitigating CaCO3 crystal nucleation and growth through continuous ion displacement via alternating electric fields | 278 | 140 | 138 | 50.4% |
| 0254j5c7 | Monolithic Polyepoxide Membranes for Nanofiltration Applications and Sustainable Membrane Manufacture | 276 | 187 | 89 | 67.8% |
| 7fv107w2 | Effects of interfacial surfactant contamination on bubble gas transfer | 276 | 143 | 133 | 51.8% |
| 6vh7q486 | Sedimentary Basin Site Response for Different Basin Types in Southern California | 274 | 84 | 190 | 30.7% |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 271 | 139 | 132 | 51.3% |
| 4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 270 | 51 | 219 | 18.9% |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 267 | 207 | 60 | 77.5% |
| 6g64x0rs | A reverse-selective ion exchange membrane for the selective transport of phosphates via an outer-sphere complexation–diffusion pathway | 262 | 148 | 114 | 56.5% |
| 71s9j3nz | Evaluation of Vertical Seismic Load Effects Specified in the United States Building Code | 258 | 199 | 59 | 77.1% |
| 0vz1x69b | A maching learning-based analysis of liquefaction input factors using the Next Generation Liquefaction database | 255 | 62 | 193 | 24.3% |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 254 | 129 | 125 | 50.8% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 250 | 129 | 121 | 51.6% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 249 | 91 | 158 | 36.5% |
| 0nf558m4 | Ultrahigh pressure compaction-resistant thin film crosslinked composite reverse osmosis membranes | 246 | 134 | 112 | 54.5% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 240 | 82 | 158 | 34.2% |
| 6f7990md | Empirical site response of Mexico City through regionalization of global subduction GMMs | 237 | 101 | 136 | 42.6% |
| 6qf4f9cz | Nanostructured Graphene Oxide Composite Membranes with Ultrapermeability and Mechanical Robustness | 235 | 49 | 186 | 20.9% |
| 1sw070c3 | FEM Analysis of Dynamic Soil-Pile-Structure Interaction in Liquefied and Laterally Spreading Ground | 234 | 148 | 86 | 63.2% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 232 | 90 | 142 | 38.8% |
| 4j80v0bn | Edge-based graph neural network for ranking critical road segments in a network | 229 | 117 | 112 | 51.1% |
| 2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 228 | 125 | 103 | 54.8% |
| 0r59p7bk | Site response in NEHRP Provisions and NGA models | 227 | 60 | 167 | 26.4% |
| 5mt9q0m6 | Full Scale Cyclic Large Deflection Testing of Foundation Support Systems for Highway Bridges. Part I: Drilled Shaft Foundations | 224 | 138 | 86 | 61.6% |
| 08z716m3 | Developing Highway Capacity Manual Capacity Adjustment Factors for Connected and Automated Traffic on Roundabouts | 223 | 89 | 134 | 39.9% |
| 0gg32846 | Thermo-economic analysis of a solid oxide fuel cell-gas turbine hybrid with commercial off-the-shelf gas turbine | 219 | 122 | 97 | 55.7% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 219 | 100 | 119 | 45.7% |
| 5075n2th | Bridge Digital Twinning Using an Output-Only Bayesian Model Updating Method and Recorded Seismic Measurements | 217 | 132 | 85 | 60.8% |
| 0hq9t1mb | Neutral Plane Solution for Liquefaction-Induced Down-Drag on Vertical Piles | 211 | 45 | 166 | 21.3% |
| 4pw1r476 | Implications of California vertical array data for the analysis of site response with 1D geotechnical modeling | 211 | 103 | 108 | 48.8% |
| 8fm3h6rj | Probabilistic Seismic Hazard Analysis for a Dam Site in Calabria (Southern Italy) | 210 | 79 | 131 | 37.6% |
| 5rt430c7 | The multi-scale damage evolution of nano-modified concrete under the cold region tunnel environment based on micromechanical model | 209 | 150 | 59 | 71.8% |
| 4q53q0fs | Rapid inverse design of metamaterials based on prescribed mechanical behavior through machine learning | 206 | 96 | 110 | 46.6% |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 204 | 116 | 88 | 56.9% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.