Open Access Policy Deposits
Parent: UCLA Civil and Environmental Engineering
eScholarship stats: History by Item for December, 2024 through March, 2025
Item | Title | Total requests | 2025-03 | 2025-02 | 2025-01 | 2024-12 |
---|---|---|---|---|---|---|
36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 163 | 46 | 51 | 32 | 34 |
0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 150 | 40 | 40 | 39 | 31 |
7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 127 | 30 | 24 | 28 | 45 |
70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 123 | 28 | 27 | 32 | 36 |
8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 115 | 43 | 35 | 24 | 13 |
2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 102 | 17 | 39 | 31 | 15 |
9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 100 | 25 | 23 | 17 | 35 |
8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 97 | 24 | 31 | 19 | 23 |
8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 89 | 29 | 16 | 29 | 15 |
91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 89 | 23 | 20 | 27 | 19 |
2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 88 | 10 | 37 | 27 | 14 |
1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 86 | 23 | 21 | 20 | 22 |
3bn528xc | NGA-SUB GROUND MOTION DATABASE | 84 | 11 | 22 | 26 | 25 |
5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 83 | 16 | 25 | 20 | 22 |
5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 82 | 19 | 18 | 20 | 25 |
280468kc | Evaluating connected vehicle-based weather responsive management strategies using weather-sensitive microscopic simulation | 78 | 27 | 23 | 19 | 9 |
1qm5j970 | A screen analysis procedure for seismic slope stability | 76 | 17 | 14 | 23 | 22 |
33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 76 | 21 | 16 | 23 | 16 |
1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 75 | 14 | 22 | 17 | 22 |
3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 75 | 16 | 21 | 18 | 20 |
2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 74 | 18 | 27 | 14 | 15 |
7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 70 | 16 | 23 | 16 | 15 |
049660rm | A proposed seismic velocity profile database model | 68 | 18 | 14 | 22 | 14 |
8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 68 | 18 | 15 | 16 | 19 |
8xx7w310 | Failure of Tapo Canyon Tailings Dam | 64 | 9 | 24 | 12 | 19 |
5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 63 | 12 | 13 | 20 | 18 |
12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 61 | 16 | 23 | 16 | 6 |
3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 61 | 23 | 14 | 10 | 14 |
5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 59 | 9 | 19 | 10 | 21 |
0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 58 | 18 | 10 | 13 | 17 |
1td7368m | Analysis of foundation damping from theoretical models and forced vibration testing | 57 | 12 | 21 | 15 | 9 |
7c5870pf | A general framework for modeling subregional path effects | 57 | 9 | 20 | 17 | 11 |
4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 56 | 18 | 18 | 13 | 7 |
84v1r3t8 | Strong ground motions and damage patterns from the 1999 Duzce earthquake in Turkey | 56 | 8 | 16 | 12 | 20 |
7qp9w0tb | Seismic soil-structure interaction in buildings. II: Empirical findings | 55 | 20 | 11 | 8 | 16 |
44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 54 | 15 | 18 | 10 | 11 |
019523j6 | Assessment of soil-structure interaction modeling strategies for response history analysis of buildings | 53 | 17 | 19 | 7 | 10 |
48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 53 | 13 | 14 | 15 | 11 |
7c82q4gf | DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering | 53 | 15 | 25 | 9 | 4 |
28p3k1rj | Forced Vibration Testing of a Four-Story Reinforced Concrete Building Utilizing the nees@UCLA Mobile Field Laboratory | 51 | 24 | 11 | 11 | 5 |
9731j6bz | Reliability of low frequency mHVSR ordinates | 50 | 12 | 10 | 15 | 13 |
1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 49 | 21 | 9 | 13 | 6 |
0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 48 | 10 | 18 | 14 | 6 |
3wm8s4pg | Findings from a decade of ground motion simulation validation research and a path forward | 48 | 9 | 12 | 7 | 20 |
5427j7f3 | Applications of non-ergodic site response in ground motion modeling | 48 | 10 | 17 | 10 | 11 |
6g64x0rs | A reverse-selective ion exchange membrane for the selective transport of phosphates via an outer-sphere complexation–diffusion pathway | 48 | 18 | 11 | 12 | 7 |
90b2c6w9 | Implications of mHVSR Spatial Variability on Site Response Predictability | 48 | 8 | 9 | 12 | 19 |
24w4q3jx | Rocking Response of Free-Standing Blocks Under Cycloidal Pulses | 47 | 16 | 9 | 15 | 7 |
3nd293hk | An overview of the great Alaska earthquake of 1964. | 47 | 14 | 11 | 10 | 12 |
0cx1452c | Variations between foundation-level and free-field earthquake ground motions | 46 | 8 | 15 | 8 | 15 |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.