Open Access Policy Deposits
Parent: UCLA Civil and Environmental Engineering
eScholarship stats: Breakdown by Item for January through April, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 203 | 20 | 183 | 9.9% |
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 177 | 27 | 150 | 15.3% |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 136 | 103 | 33 | 75.7% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 114 | 71 | 43 | 62.3% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 112 | 16 | 96 | 14.3% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 107 | 30 | 77 | 28.0% |
| 2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 99 | 37 | 62 | 37.4% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 96 | 71 | 25 | 74.0% |
| 2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 95 | 7 | 88 | 7.4% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 95 | 50 | 45 | 52.6% |
| 8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 94 | 58 | 36 | 61.7% |
| 049660rm | A proposed seismic velocity profile database model | 92 | 4 | 88 | 4.3% |
| 280468kc | Evaluating connected vehicle-based weather responsive management strategies using weather-sensitive microscopic simulation | 92 | 71 | 21 | 77.2% |
| 8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 90 | 22 | 68 | 24.4% |
| 91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 90 | 9 | 81 | 10.0% |
| 1qm5j970 | A screen analysis procedure for seismic slope stability | 80 | 50 | 30 | 62.5% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 78 | 29 | 49 | 37.2% |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 75 | 18 | 57 | 24.0% |
| 5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 74 | 8 | 66 | 10.8% |
| 5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 72 | 5 | 67 | 6.9% |
| 2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 70 | 15 | 55 | 21.4% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 69 | 11 | 58 | 15.9% |
| 7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 69 | 45 | 24 | 65.2% |
| 33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 68 | 7 | 61 | 10.3% |
| 24w4q3jx | Rocking Response of Free-Standing Blocks Under Cycloidal Pulses | 64 | 17 | 47 | 26.6% |
| 3nd293hk | An overview of the great Alaska earthquake of 1964. | 64 | 47 | 17 | 73.4% |
| 08z716m3 | Developing Highway Capacity Manual Capacity Adjustment Factors for Connected and Automated Traffic on Roundabouts | 62 | 36 | 26 | 58.1% |
| 28p3k1rj | Forced Vibration Testing of a Four-Story Reinforced Concrete Building Utilizing the nees@UCLA Mobile Field Laboratory | 62 | 6 | 56 | 9.7% |
| 7c82q4gf | DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering | 61 | 33 | 28 | 54.1% |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 61 | 36 | 25 | 59.0% |
| 8xx7w310 | Failure of Tapo Canyon Tailings Dam | 60 | 8 | 52 | 13.3% |
| 1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 59 | 7 | 52 | 11.9% |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 59 | 22 | 37 | 37.3% |
| 3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 58 | 28 | 30 | 48.3% |
| 48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 57 | 37 | 20 | 64.9% |
| 7x65t4q4 | Mitigating CaCO3 crystal nucleation and growth through continuous ion displacement via alternating electric fields | 57 | 14 | 43 | 24.6% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 56 | 27 | 29 | 48.2% |
| 0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 55 | 25 | 30 | 45.5% |
| 4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 55 | 6 | 49 | 10.9% |
| 7qp9w0tb | Seismic soil-structure interaction in buildings. II: Empirical findings | 55 | 28 | 27 | 50.9% |
| 6g64x0rs | A reverse-selective ion exchange membrane for the selective transport of phosphates via an outer-sphere complexation–diffusion pathway | 54 | 35 | 19 | 64.8% |
| 0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 53 | 12 | 41 | 22.6% |
| 48z5w1pn | Liquefaction-Induced Lateral Spreading at Izmit Bay During the Kocaeli (Izmit)-Turkey Earthquake | 52 | 32 | 20 | 61.5% |
| 1td7368m | Analysis of foundation damping from theoretical models and forced vibration testing | 51 | 35 | 16 | 68.6% |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 51 | 36 | 15 | 70.6% |
| 7c5870pf | A general framework for modeling subregional path effects | 51 | 9 | 42 | 17.6% |
| 019523j6 | Assessment of soil-structure interaction modeling strategies for response history analysis of buildings | 49 | 18 | 31 | 36.7% |
| 0x71n55h | CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential | 49 | 28 | 21 | 57.1% |
| 3bd9t73h | Use of expanded shale, clay, and slate aggregates and biochar in the clear zone of road infrastructures for sustainable treatment of stormwater | 49 | 21 | 28 | 42.9% |
| 5mt9q0m6 | Full Scale Cyclic Large Deflection Testing of Foundation Support Systems for Highway Bridges. Part I: Drilled Shaft Foundations | 49 | 9 | 40 | 18.4% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.