Open Access Policy Deposits

Parent: UCLA Civil and Environmental Engineering

eScholarship stats: History by Item for March through June, 2025

Item	Title	Total requests	2025-06	2025-05	2025-04	2025-03
36t9s0mp	Factors and Processes Affecting Delta Levee System Vulnerability	241	60	61	74	46
0fz7h64j	Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates	205	50	57	58	40
08z716m3	Developing Highway Capacity Manual Capacity Adjustment Factors for Connected and Automated Traffic on Roundabouts	203	91	67	33	12
7zq911jz	A general method to synthesize and sinter bulk ceramics in seconds	149	45	42	32	30
9t09660m	Seismic soil-structure interaction in buildings. I: Analytical aspects	142	35	51	31	25
8gv2j7dr	Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions	137	33	27	34	43
70n5p7mc	Reverse osmosis membrane biofouling: causes, consequences and countermeasures	133	61	19	25	28
8q37k1gp	A critical review of point-of-use drinking water treatment in the United States	132	44	39	20	29
1gz7c50w	Prediction equations for significant duration of earthquake ground motions considering site and near-source effects	125	30	29	43	23
049660rm	A proposed seismic velocity profile database model	124	48	20	38	18
8bj493bc	Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading	119	63	16	16	24
3037q1t6	Nonlinear Site Amplification as Function of 30m Shear Wave Velocity	117	39	22	40	16
12f5332m	Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures	115	33	43	23	16
1hc2543n	Radiation Damping of Shallow Foundations on Nonlinear Soil Medium	107	38	32	16	21
1qm5j970	A screen analysis procedure for seismic slope stability	107	41	23	26	17
6g64x0rs	A reverse-selective ion exchange membrane for the selective transport of phosphates via an outer-sphere complexation–diffusion pathway	107	44	32	13	18
5ch0f8mg	Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls	106	46	33	18	9
24w4q3jx	Rocking Response of Free-Standing Blocks Under Cycloidal Pulses	105	29	36	24	16
3p1538hm	A suite of broadband physics‐based ground motion simulations for the Istanbul region	100	72	14	8	6
91z0j94c	Calcination-free production of calcium hydroxide at sub-boiling temperatures	99	37	19	20	23
7x65t4q4	Mitigating CaCO3 crystal nucleation and growth through continuous ion displacement via alternating electric fields	98	45	26	13	14
4580n511	Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions	95	39	32	6	18
2546f8hw	Panel Review of Ground Motion Characterization Model in 2023 NSHM	94	37	28	11	18
8xx7w310	Failure of Tapo Canyon Tailings Dam	93	58	11	15	9
280468kc	Evaluating connected vehicle-based weather responsive management strategies using weather-sensitive microscopic simulation	92	32	10	23	27
2fr4r5pn	Reliability-based quantification of the benefits of machine learning predictive models in seismic structural design and performance assessment	92	33	47	12
5wv5692p	Advancements in conventional and 3D printed feed spacers in membrane modules	90	51	21	7	11
2bx8311x	Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data	89	38	22	12	17
5mt9q0m6	Full Scale Cyclic Large Deflection Testing of Foundation Support Systems for Highway Bridges. Part I: Drilled Shaft Foundations	88	27	29	22	10
7db3d49z	Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data	88	40	18	14	16
0wh3q8jh	iConsol.js: JavaScript Implicit Finite-Difference Code for Nonlinear Consolidation and Secondary Compression	87	39	28	13	7
28p3k1rj	Forced Vibration Testing of a Four-Story Reinforced Concrete Building Utilizing the nees@UCLA Mobile Field Laboratory	87	24	23	16	24
0v6770g3	Next-generation liquefaction database	83	40	18	17	8
2sc5g220	Site-to-Site Standard Deviation Model for Central and Eastern North America	83	37	15	21	10
6z40d9td	OpenSees Beam on Nonlinear Winkler Foundation Modeling of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests.	83	46	14	12	11
0jk5d8nh	Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings	82	25	25	14	18
3bn528xc	NGA-SUB GROUND MOTION DATABASE	82	33	22	16	11
0x71n55h	CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential	81	25	23	15	18
1cc3f2dm	ARCS: A one dimensional nonlinear soil model for ground response analysis	81	59	9	6	7
1x6139kd	Recommendations on best available science for the United States National Seismic Hazard Model	81	23	28	16	14
44c450q3	Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes	81	38	20	8	15
5w9864xb	Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations	81	31	14	17	19
48t8k8cd	Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey	80	26	26	15	13
1sk9q12b	Beam on Nonlinear Winkler Foundation and Modified Neutral Plane Solution for Calculating Downdrag Settlement	79	39	22	14	4
7c82q4gf	DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering	79	31	21	12	15
0jh8z8jj	Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake	78	37	20	11	10
48z5w1pn	Liquefaction-Induced Lateral Spreading at Izmit Bay During the Kocaeli (Izmit)-Turkey Earthquake	78	25	23	18	12
5kj1h54k	Performance evaluation of V<sub>SZ</sub>-to-V<sub>S30</sub> correlation methods using global V<sub>S</sub> profile database	78	32	17	15	14
84v1r3t8	Strong ground motions and damage patterns from the 1999 Duzce earthquake in Turkey	78	41	19	10	8
8b43q93s	Finite Element Modeling of Shallow Foundations on Nonlinear Soil Medium	78	34	21	10	13

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