UCLA Civil and Environmental Engineering
Parent: UCLA
eScholarship stats: History by Item for February through May, 2025
Item | Title | Total requests | 2025-05 | 2025-04 | 2025-03 | 2025-02 |
---|---|---|---|---|---|---|
36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 229 | 58 | 74 | 46 | 51 |
0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 194 | 56 | 58 | 40 | 40 |
8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 140 | 28 | 34 | 43 | 35 |
9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 129 | 50 | 31 | 25 | 23 |
7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 128 | 42 | 32 | 30 | 24 |
08z716m3 | Developing Highway Capacity Manual Capacity Adjustment Factors for Connected and Automated Traffic on Roundabouts | 122 | 67 | 33 | 12 | 10 |
1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 115 | 28 | 43 | 23 | 21 |
12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 105 | 43 | 23 | 16 | 23 |
8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 103 | 38 | 20 | 29 | 16 |
3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 99 | 22 | 40 | 16 | 21 |
70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 99 | 19 | 25 | 28 | 27 |
049660rm | A proposed seismic velocity profile database model | 90 | 20 | 38 | 18 | 14 |
2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 88 | 20 | 12 | 17 | 39 |
8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 86 | 15 | 16 | 24 | 31 |
24w4q3jx | Rocking Response of Free-Standing Blocks Under Cycloidal Pulses | 85 | 36 | 24 | 16 | 9 |
2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 83 | 27 | 11 | 18 | 27 |
280468kc | Evaluating connected vehicle-based weather responsive management strategies using weather-sensitive microscopic simulation | 82 | 9 | 23 | 27 | 23 |
2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 81 | 13 | 21 | 10 | 37 |
1qm5j970 | A screen analysis procedure for seismic slope stability | 80 | 23 | 26 | 17 | 14 |
91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 79 | 16 | 20 | 23 | 20 |
1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 78 | 26 | 16 | 14 | 22 |
5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 78 | 32 | 18 | 9 | 19 |
1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 77 | 31 | 16 | 21 | 9 |
4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 74 | 32 | 6 | 18 | 18 |
6g64x0rs | A reverse-selective ion exchange membrane for the selective transport of phosphates via an outer-sphere complexation–diffusion pathway | 73 | 31 | 13 | 18 | 11 |
7c82q4gf | DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering | 73 | 21 | 12 | 15 | 25 |
28p3k1rj | Forced Vibration Testing of a Four-Story Reinforced Concrete Building Utilizing the nees@UCLA Mobile Field Laboratory | 72 | 21 | 16 | 24 | 11 |
3nd293hk | An overview of the great Alaska earthquake of 1964. | 72 | 18 | 29 | 14 | 11 |
5mt9q0m6 | Full Scale Cyclic Large Deflection Testing of Foundation Support Systems for Highway Bridges. Part I: Drilled Shaft Foundations | 72 | 29 | 22 | 10 | 11 |
3bn528xc | NGA-SUB GROUND MOTION DATABASE | 71 | 22 | 16 | 11 | 22 |
7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 71 | 18 | 14 | 16 | 23 |
5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 69 | 17 | 11 | 16 | 25 |
0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 66 | 24 | 14 | 18 | 10 |
48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 66 | 24 | 15 | 13 | 14 |
5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 66 | 12 | 17 | 19 | 18 |
0x71n55h | CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential | 65 | 23 | 15 | 18 | 9 |
3bd9t73h | Use of expanded shale, clay, and slate aggregates and biochar in the clear zone of road infrastructures for sustainable treatment of stormwater | 65 | 26 | 18 | 7 | 14 |
48z5w1pn | Liquefaction-Induced Lateral Spreading at Izmit Bay During the Kocaeli (Izmit)-Turkey Earthquake | 64 | 23 | 18 | 12 | 11 |
7qp9w0tb | Seismic soil-structure interaction in buildings. II: Empirical findings | 64 | 17 | 16 | 20 | 11 |
8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 64 | 19 | 12 | 18 | 15 |
7x65t4q4 | Mitigating CaCO3 crystal nucleation and growth through continuous ion displacement via alternating electric fields | 61 | 25 | 13 | 14 | 9 |
3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 60 | 12 | 11 | 23 | 14 |
44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 60 | 19 | 8 | 15 | 18 |
9tw6k14c | User-interaction with a web-served global ground motion relational database | 60 | 30 | 12 | 6 | 12 |
0wh3q8jh | iConsol.js: JavaScript Implicit Finite-Difference Code for Nonlinear Consolidation and Secondary Compression | 59 | 28 | 13 | 7 | 11 |
8xx7w310 | Failure of Tapo Canyon Tailings Dam | 59 | 11 | 15 | 9 | 24 |
3wm8s4pg | Findings from a decade of ground motion simulation validation research and a path forward | 58 | 28 | 9 | 9 | 12 |
0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 57 | 18 | 11 | 10 | 18 |
8b43q93s | Finite Element Modeling of Shallow Foundations on Nonlinear Soil Medium | 57 | 21 | 10 | 13 | 13 |
5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 56 | 17 | 14 | 12 | 13 |
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