UCLA Civil and Environmental Engineering
Parent: UCLA
eScholarship stats: Breakdown by Item for December, 2024 through March, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 163 | 23 | 140 | 14.1% |
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 150 | 19 | 131 | 12.7% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 127 | 90 | 37 | 70.9% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 123 | 11 | 112 | 8.9% |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 115 | 88 | 27 | 76.5% |
| 2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 102 | 35 | 67 | 34.3% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 100 | 79 | 21 | 79.0% |
| 8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 97 | 24 | 73 | 24.7% |
| 8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 89 | 53 | 36 | 59.6% |
| 91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 89 | 8 | 81 | 9.0% |
| 2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 88 | 6 | 82 | 6.8% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 86 | 26 | 60 | 30.2% |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 84 | 20 | 64 | 23.8% |
| 5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 83 | 3 | 80 | 3.6% |
| 5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 82 | 9 | 73 | 11.0% |
| 280468kc | Evaluating connected vehicle-based weather responsive management strategies using weather-sensitive microscopic simulation | 78 | 61 | 17 | 78.2% |
| 1qm5j970 | A screen analysis procedure for seismic slope stability | 76 | 41 | 35 | 53.9% |
| 33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 76 | 5 | 71 | 6.6% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 75 | 11 | 64 | 14.7% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 75 | 40 | 35 | 53.3% |
| 2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 74 | 17 | 57 | 23.0% |
| 7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 70 | 51 | 19 | 72.9% |
| 049660rm | A proposed seismic velocity profile database model | 68 | 5 | 63 | 7.4% |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 68 | 37 | 31 | 54.4% |
| 8xx7w310 | Failure of Tapo Canyon Tailings Dam | 64 | 7 | 57 | 10.9% |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 63 | 22 | 41 | 34.9% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 61 | 20 | 41 | 32.8% |
| 3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 61 | 29 | 32 | 47.5% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 59 | 34 | 25 | 57.6% |
| 0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 58 | 18 | 40 | 31.0% |
| 1td7368m | Analysis of foundation damping from theoretical models and forced vibration testing | 57 | 40 | 17 | 70.2% |
| 7c5870pf | A general framework for modeling subregional path effects | 57 | 10 | 47 | 17.5% |
| 4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 56 | 6 | 50 | 10.7% |
| 84v1r3t8 | Strong ground motions and damage patterns from the 1999 Duzce earthquake in Turkey | 56 | 38 | 18 | 67.9% |
| 7qp9w0tb | Seismic soil-structure interaction in buildings. II: Empirical findings | 55 | 34 | 21 | 61.8% |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 54 | 41 | 13 | 75.9% |
| 019523j6 | Assessment of soil-structure interaction modeling strategies for response history analysis of buildings | 53 | 17 | 36 | 32.1% |
| 48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 53 | 35 | 18 | 66.0% |
| 7c82q4gf | DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering | 53 | 31 | 22 | 58.5% |
| 28p3k1rj | Forced Vibration Testing of a Four-Story Reinforced Concrete Building Utilizing the nees@UCLA Mobile Field Laboratory | 51 | 7 | 44 | 13.7% |
| 9731j6bz | Reliability of low frequency mHVSR ordinates | 50 | 6 | 44 | 12.0% |
| 1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 49 | 3 | 46 | 6.1% |
| 0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 48 | 14 | 34 | 29.2% |
| 3wm8s4pg | Findings from a decade of ground motion simulation validation research and a path forward | 48 | 24 | 24 | 50.0% |
| 5427j7f3 | Applications of non-ergodic site response in ground motion modeling | 48 | 9 | 39 | 18.8% |
| 6g64x0rs | A reverse-selective ion exchange membrane for the selective transport of phosphates via an outer-sphere complexation–diffusion pathway | 48 | 35 | 13 | 72.9% |
| 90b2c6w9 | Implications of mHVSR Spatial Variability on Site Response Predictability | 48 | 20 | 28 | 41.7% |
| 24w4q3jx | Rocking Response of Free-Standing Blocks Under Cycloidal Pulses | 47 | 12 | 35 | 25.5% |
| 3nd293hk | An overview of the great Alaska earthquake of 1964. | 47 | 32 | 15 | 68.1% |
| 0cx1452c | Variations between foundation-level and free-field earthquake ground motions | 46 | 7 | 39 | 15.2% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.