Open Access Policy Deposits
Parent: UCLA Civil and Environmental Engineering
eScholarship stats: Breakdown by Item for October, 2024 through January, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 182 | 26 | 156 | 14.3% |
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 182 | 23 | 159 | 12.6% |
| 90b2c6w9 | Implications of mHVSR Spatial Variability on Site Response Predictability | 162 | 95 | 67 | 58.6% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 134 | 116 | 18 | 86.6% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 123 | 9 | 114 | 7.3% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 104 | 85 | 19 | 81.7% |
| 1qm5j970 | A screen analysis procedure for seismic slope stability | 100 | 56 | 44 | 56.0% |
| 8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 90 | 22 | 68 | 24.4% |
| 2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 87 | 31 | 56 | 35.6% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 84 | 61 | 23 | 72.6% |
| 2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 83 | 3 | 80 | 3.6% |
| 91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 83 | 9 | 74 | 10.8% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 81 | 10 | 71 | 12.3% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 80 | 27 | 53 | 33.8% |
| 5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 80 | 5 | 75 | 6.3% |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 79 | 24 | 55 | 30.4% |
| 5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 79 | 2 | 77 | 2.5% |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 79 | 64 | 15 | 81.0% |
| 33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 75 | 2 | 73 | 2.7% |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 73 | 19 | 54 | 26.0% |
| 7c5870pf | A general framework for modeling subregional path effects | 72 | 8 | 64 | 11.1% |
| 7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 68 | 56 | 12 | 82.4% |
| 049660rm | A proposed seismic velocity profile database model | 64 | 5 | 59 | 7.8% |
| 2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 63 | 14 | 49 | 22.2% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 63 | 34 | 29 | 54.0% |
| 8xx7w310 | Failure of Tapo Canyon Tailings Dam | 63 | 8 | 55 | 12.7% |
| 8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 62 | 35 | 27 | 56.5% |
| 0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 57 | 14 | 43 | 24.6% |
| 5427j7f3 | Applications of non-ergodic site response in ground motion modeling | 53 | 7 | 46 | 13.2% |
| 48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 52 | 30 | 22 | 57.7% |
| 84v1r3t8 | Strong ground motions and damage patterns from the 1999 Duzce earthquake in Turkey | 52 | 39 | 13 | 75.0% |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 51 | 24 | 27 | 47.1% |
| 0cx1452c | Variations between foundation-level and free-field earthquake ground motions | 50 | 8 | 42 | 16.0% |
| 0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 50 | 13 | 37 | 26.0% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 49 | 15 | 34 | 30.6% |
| 3wm8s4pg | Findings from a decade of ground motion simulation validation research and a path forward | 49 | 27 | 22 | 55.1% |
| 6z40d9td | OpenSees Beam on Nonlinear Winkler Foundation Modeling of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests. | 49 | 22 | 27 | 44.9% |
| 6f7990md | Empirical site response of Mexico City through regionalization of global subduction GMMs | 48 | 15 | 33 | 31.3% |
| 8mk017th | Kinematic soil-structure interaction effects from building and free-field seismic arrays in Japan | 48 | 15 | 33 | 31.3% |
| 1sw070c3 | FEM Analysis of Dynamic Soil-Pile-Structure Interaction in Liquefied and Laterally Spreading Ground | 47 | 27 | 20 | 57.4% |
| 3nd293hk | An overview of the great Alaska earthquake of 1964. | 47 | 34 | 13 | 72.3% |
| 280468kc | Evaluating connected vehicle-based weather responsive management strategies using weather-sensitive microscopic simulation | 46 | 34 | 12 | 73.9% |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 46 | 35 | 11 | 76.1% |
| 9731j6bz | Reliability of low frequency mHVSR ordinates | 46 | 7 | 39 | 15.2% |
| 0x71n55h | CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential | 45 | 32 | 13 | 71.1% |
| 1td7368m | Analysis of foundation damping from theoretical models and forced vibration testing | 45 | 40 | 5 | 88.9% |
| 24w4q3jx | Rocking Response of Free-Standing Blocks Under Cycloidal Pulses | 45 | 10 | 35 | 22.2% |
| 3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 44 | 21 | 23 | 47.7% |
| 5rt430c7 | The multi-scale damage evolution of nano-modified concrete under the cold region tunnel environment based on micromechanical model | 44 | 14 | 30 | 31.8% |
| 7qp9w0tb | Seismic soil-structure interaction in buildings. II: Empirical findings | 44 | 37 | 7 | 84.1% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.