Open Access Policy Deposits
Parent: UCLA Civil and Environmental Engineering
eScholarship stats: Breakdown by Item for March through June, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 241 | 34 | 207 | 14.1% |
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 205 | 39 | 166 | 19.0% |
| 08z716m3 | Developing Highway Capacity Manual Capacity Adjustment Factors for Connected and Automated Traffic on Roundabouts | 203 | 159 | 44 | 78.3% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 149 | 84 | 65 | 56.4% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 142 | 70 | 72 | 49.3% |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 137 | 89 | 48 | 65.0% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 133 | 36 | 97 | 27.1% |
| 8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 132 | 64 | 68 | 48.5% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 125 | 26 | 99 | 20.8% |
| 049660rm | A proposed seismic velocity profile database model | 124 | 6 | 118 | 4.8% |
| 8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 119 | 50 | 69 | 42.0% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 117 | 51 | 66 | 43.6% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 115 | 44 | 71 | 38.3% |
| 1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 107 | 16 | 91 | 15.0% |
| 1qm5j970 | A screen analysis procedure for seismic slope stability | 107 | 56 | 51 | 52.3% |
| 6g64x0rs | A reverse-selective ion exchange membrane for the selective transport of phosphates via an outer-sphere complexation–diffusion pathway | 107 | 58 | 49 | 54.2% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 106 | 47 | 59 | 44.3% |
| 24w4q3jx | Rocking Response of Free-Standing Blocks Under Cycloidal Pulses | 105 | 41 | 64 | 39.0% |
| 3p1538hm | A suite of broadband physics‐based ground motion simulations for the Istanbul region | 100 | 54 | 46 | 54.0% |
| 91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 99 | 9 | 90 | 9.1% |
| 7x65t4q4 | Mitigating CaCO3 crystal nucleation and growth through continuous ion displacement via alternating electric fields | 98 | 37 | 61 | 37.8% |
| 4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 95 | 7 | 88 | 7.4% |
| 2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 94 | 19 | 75 | 20.2% |
| 8xx7w310 | Failure of Tapo Canyon Tailings Dam | 93 | 35 | 58 | 37.6% |
| 280468kc | Evaluating connected vehicle-based weather responsive management strategies using weather-sensitive microscopic simulation | 92 | 58 | 34 | 63.0% |
| 2fr4r5pn | Reliability-based quantification of the benefits of machine learning predictive models in seismic structural design and performance assessment | 92 | 15 | 77 | 16.3% |
| 5wv5692p | Advancements in conventional and 3D printed feed spacers in membrane modules | 90 | 29 | 61 | 32.2% |
| 2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 89 | 34 | 55 | 38.2% |
| 5mt9q0m6 | Full Scale Cyclic Large Deflection Testing of Foundation Support Systems for Highway Bridges. Part I: Drilled Shaft Foundations | 88 | 14 | 74 | 15.9% |
| 7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 88 | 40 | 48 | 45.5% |
| 0wh3q8jh | iConsol.js: JavaScript Implicit Finite-Difference Code for Nonlinear Consolidation and Secondary Compression | 87 | 11 | 76 | 12.6% |
| 28p3k1rj | Forced Vibration Testing of a Four-Story Reinforced Concrete Building Utilizing the nees@UCLA Mobile Field Laboratory | 87 | 6 | 81 | 6.9% |
| 0v6770g3 | Next-generation liquefaction database | 83 | 35 | 48 | 42.2% |
| 2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 83 | 5 | 78 | 6.0% |
| 6z40d9td | OpenSees Beam on Nonlinear Winkler Foundation Modeling of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests. | 83 | 45 | 38 | 54.2% |
| 0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 82 | 26 | 56 | 31.7% |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 82 | 16 | 66 | 19.5% |
| 0x71n55h | CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential | 81 | 32 | 49 | 39.5% |
| 1cc3f2dm | ARCS: A one dimensional nonlinear soil model for ground response analysis | 81 | 38 | 43 | 46.9% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 81 | 15 | 66 | 18.5% |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 81 | 43 | 38 | 53.1% |
| 5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 81 | 6 | 75 | 7.4% |
| 48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 80 | 29 | 51 | 36.3% |
| 1sk9q12b | Beam on Nonlinear Winkler Foundation and Modified Neutral Plane Solution for Calculating Downdrag Settlement | 79 | 14 | 65 | 17.7% |
| 7c82q4gf | DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering | 79 | 24 | 55 | 30.4% |
| 0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 78 | 11 | 67 | 14.1% |
| 48z5w1pn | Liquefaction-Induced Lateral Spreading at Izmit Bay During the Kocaeli (Izmit)-Turkey Earthquake | 78 | 49 | 29 | 62.8% |
| 5kj1h54k | Performance evaluation of V<sub>SZ</sub>-to-V<sub>S30</sub> correlation methods using global V<sub>S</sub> profile database | 78 | 20 | 58 | 25.6% |
| 84v1r3t8 | Strong ground motions and damage patterns from the 1999 Duzce earthquake in Turkey | 78 | 49 | 29 | 62.8% |
| 8b43q93s | Finite Element Modeling of Shallow Foundations on Nonlinear Soil Medium | 78 | 12 | 66 | 15.4% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.