UCLA Civil and Environmental Engineering
Parent: UCLA
eScholarship stats: History by Item for June through September, 2024
| Item | Title | Total requests | 2024-09 | 2024-08 | 2024-07 | 2024-06 |
|---|---|---|---|---|---|---|
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 273 | 53 | 70 | 81 | 69 |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 189 | 17 | 29 | 143 | |
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 152 | 32 | 35 | 47 | 38 |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 134 | 19 | 52 | 32 | 31 |
| 9731j6bz | Reliability of low frequency mHVSR ordinates | 124 | 12 | 34 | 78 | |
| 9tw6k14c | User-interaction with a web-served global ground motion relational database | 122 | 11 | 45 | 66 | |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 121 | 30 | 31 | 35 | 25 |
| 8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 120 | 22 | 38 | 31 | 29 |
| 91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 117 | 11 | 46 | 39 | 21 |
| 5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 115 | 16 | 50 | 34 | 15 |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 111 | 28 | 22 | 26 | 35 |
| 6f7990md | Empirical site response of Mexico City through regionalization of global subduction GMMs | 106 | 7 | 33 | 66 | |
| 33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 103 | 18 | 38 | 28 | 19 |
| 7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 99 | 17 | 45 | 24 | 13 |
| 20q0x2hf | Relative contributions of different sources of epistemic uncertainty on seismic hazard in California | 96 | 8 | 29 | 59 | |
| 1qm5j970 | A screen analysis procedure for seismic slope stability | 95 | 14 | 18 | 30 | 33 |
| 48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 95 | 13 | 36 | 23 | 23 |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 94 | 14 | 38 | 24 | 18 |
| 3527w1wb | Preliminary observations in support of the development of an ergodic site response model in California conditioned on Vs30 and HVSR Parameters | 94 | 3 | 29 | 25 | 37 |
| 5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 93 | 15 | 31 | 29 | 18 |
| 7c5870pf | A general framework for modeling subregional path effects | 91 | 4 | 28 | 59 | |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 88 | 15 | 35 | 28 | 10 |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 86 | 14 | 22 | 26 | 24 |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 84 | 8 | 26 | 30 | 20 |
| 0r59p7bk | Site response in NEHRP Provisions and NGA models | 81 | 3 | 35 | 29 | 14 |
| 0cx1452c | Variations between foundation-level and free-field earthquake ground motions | 80 | 10 | 33 | 27 | 10 |
| 0vz1x69b | A maching learning-based analysis of liquefaction input factors using the Next Generation Liquefaction database | 80 | 9 | 19 | 52 | |
| 8fm3h6rj | Probabilistic Seismic Hazard Analysis for a Dam Site in Calabria (Southern Italy) | 76 | 9 | 33 | 27 | 7 |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 74 | 16 | 24 | 19 | 15 |
| 4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 72 | 9 | 32 | 19 | 12 |
| 49g807wz | Supplementing Shear Wave Velocity Profile Database with Microtremor-Based H/V Spectral Ratios | 69 | 5 | 35 | 24 | 5 |
| 2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 66 | 12 | 29 | 18 | 7 |
| 2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 66 | 6 | 30 | 16 | 14 |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 66 | 5 | 30 | 20 | 11 |
| 3j47t3wr | Unloading-reloading rule for nonlinear site response analysis | 66 | 9 | 25 | 16 | 16 |
| 7c82q4gf | DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering | 66 | 8 | 27 | 23 | 8 |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 65 | 9 | 13 | 20 | 23 |
| 68w316st | The role of site effects on elevated seismic demands and corollary structural damage during the October 30, 2020, M7.0 Samos Island (Aegean Sea) Earthquake | 64 | 7 | 32 | 20 | 5 |
| 3nd293hk | An overview of the great Alaska earthquake of 1964. | 63 | 17 | 20 | 22 | 4 |
| 0x71n55h | CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential | 62 | 9 | 21 | 24 | 8 |
| 2g385542 | Mineral Scale Prevention on Electrically Conducting Membrane Distillation Membranes Using Induced Electrophoretic Mixing | 62 | 3 | 32 | 20 | 7 |
| 9zx5m1kc | Groundwater level evaluation for river flood control levees and its effect on seismic performance | 62 | 13 | 29 | 15 | 5 |
| 0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 61 | 6 | 26 | 22 | 7 |
| 0wh3q8jh | iConsol.js: JavaScript Implicit Finite-Difference Code for Nonlinear Consolidation and Secondary Compression | 61 | 2 | 26 | 24 | 9 |
| 1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 61 | 11 | 18 | 21 | 11 |
| 3z05h9wt | Characterization of Seismic Levee Fragility Using Field Performance Data | 61 | 6 | 29 | 23 | 3 |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 61 | 5 | 30 | 16 | 10 |
| 5427j7f3 | Applications of non-ergodic site response in ground motion modeling | 61 | 5 | 13 | 25 | 18 |
| 5kj1h54k | Performance evaluation of V<sub>SZ</sub>-to-V<sub>S30</sub> correlation methods using global V<sub>S</sub> profile database | 61 | 9 | 22 | 15 | 15 |
| 5m73x8c0 | Reconnaissance of 2020 M 7.0 Samos Island (Aegean Sea) earthquake. | 61 | 1 | 18 | 10 | 32 |
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