US Transportation Collection
The US Transportation Collection consists of documents from across all transportation modes with specific focus on research reports from US DOT, state DOTs, and other transportation organizations. Bookmark this collection: https://rosap.ntl.bts.gov/collection_ust or https://doi.org/10.21949/1530857.
- Brief 3
- Tech Report 16
- Chen, Qiming (19)
- 5-Point 1
- Accelerated tests 1
- Acceleration lanes 1
- Base course (Pavements) 3
- Bearing capacity 3
- bearing capacity ratio 2
- Boreholes 1
- Bridge approaches 1
- Bridge design 1
- Bridge foundations 1
- Calcium hydroxide 1
- Calibration 1
- Cameras 1
- classC Fly ash 1
- Classification 1
- Clay soils 1
- Condition surveys 1
- Correlation 1
- Costs 1
- Cracking 2
- cyclic plate load test 1
- Cyclic tests 1
- Data collection 2
- Deceleration lanes 1
- Deflection 1
- Deformation 1
- Deformations (Mechanics) 2
- Design load 1
- Distress 1
- Drainage 1
- Drones 2
- Dynamic Cone Penetrometer (DCP) 1
- Embankments 2
- Engineering 2
- Equipment by end use 1
- Falling weight deflectometers 1
- Fatigue cracking 1
- Field tests 2
- Finite element method 2
- Flexural strength 1
- Foundations 1
- Foundations--Design and construction 3
- Foundation soils 5
- Full Profile 1
- Geogrids 3
- geosynthetics 2
- Geosynthetics 1
- Geotextiles 1
- Guidelines 3
- Hydrated Lime 1
- Indirect Dynamic Modulus 1
- Instrumentation 3
- instrumentation 2
- laboratory model test 2
- Landslides 2
- large-scale test 2
- Laser radar 1
- Life cycle costing 1
- Load and resistance factor design 1
- Load factor 1
- Load factor design 1
- Load tests 2
- Mechanically stabilized earth 2
- Modulus of resilience 1
- Multispectral Camera 1
- Pavement design 1
- Pavement distress 1
- Pavement maintenance 1
- Pavement management systems 2
- Pavement performance 4
- Pavements 2
- Pavements, Flexible 2
- Pavements--Subgrades 2
- Paving 1
- Performance 2
- Performance tests 2
- permanent deformation 1
- Pile driving 1
- Pile foundations 1
- Piles (Supports) 1
- Piling (Civil engineering) 1
- Portland cement 1
- Portland Cement Type I 1
- Preservation 1
- Profiler 1
- Pumping Failure 1
- Ramps 1
- Ratings 1
- Refusal 1
- Reinforced soil foundation 2
- Reinforcement (Engineering) 4
- Remote sensing 2
- Resistance (Mechanics) 1
- Risk assessment 2
- Rut Depth 1
- Rutting 4
- Settlement (Structures) 4
- Settlement of structures 3
- settlement reduction factor 2
- Shafts (Excavations) 1
- Silty clays 2
- Slabs 1
- Smoothness 1
- soil 2
- Soil consolidation 3
- Soil mechanics 4
- Soil mechanics--Louisiana 3
- Soil moisture 2
- Special operational conditions 1
- Statistical analysis 1
- Statistics 1
- strain 2
- Strain (Mechanics) 2
- Stresses 2
- Structural analysis 1
- Subgrade (Pavements) 3
- Subgrade materials 1
- Surfaces, Deformation of 2
- Tests 2
- Test sections 1
- Thermal Camera 1
- Traffic loads 1
- vertical stress 2
- weak subgrade 1
- wet subgrade 1
- 04-2GT 5
- 19-3SA 1
- 22-1P 1
- 1000431 1
- DOTLT1000387 1
- LTRC Number: 05-1GT 1
- LTRC Number: 05-5GT 2
- LTRC Number: 11-2GT State Project No. 736-99-1732 1
- LTRC Number: 11-3GT, State Project Number: 736-99-1735 1
- LTRC Number: 11-4GT 1
- LTRC Project Number: 18-1P,SIO Number: DOTLT1000216 1
- SIO Number: 30000116 1
- SIO Number: 30000280 1
- SIO Number: DOTLT1000297 1
- SPR: TT-Fed/TT-Reg - 5 1
- State Project Number: 736-99-1312 2
(Max 200)
- 5-Point (1)
- Accelerated tests (1)
- Acceleration lanes (1)
- Base course (Pavements) (3)
- Bearing capacity (3)
- bearing capacity ratio (2)
- Boreholes (1)
- Bridge approaches (1)
- Bridge design (1)
- Bridge foundations (1)
- Calcium hydroxide (1)
- Calibration (1)
- Cameras (1)
- classC Fly ash (1)
- Classification (1)
- Clay soils (1)
- Condition surveys (1)
- Correlation (1)
- Costs (1)
- Cracking (2)
- cyclic plate load test (1)
- Cyclic tests (1)
- Data collection (2)
- Deceleration lanes (1)
- Deflection (1)
- Deformation (1)
- Deformations (Mechanics) (2)
- Design load (1)
- Distress (1)
- Drainage (1)
- Drones (2)
- Dynamic Cone Penetrometer (DCP) (1)
- Embankments (2)
- Engineering (2)
- Equipment by end use (1)
- Falling weight deflectometers (1)
- Fatigue cracking (1)
- Field tests (2)
- Finite element method (2)
- Flexural strength (1)
- Foundations (1)
- Foundations--Design and construction (3)
- Foundation soils (5)
- Full Profile (1)
- Geogrids (3)
- geosynthetics (2)
- Geosynthetics (1)
- Geotextiles (1)
- Guidelines (3)
- Hydrated Lime (1)
- Indirect Dynamic Modulus (1)
- Instrumentation (3)
- instrumentation (2)
- laboratory model test (2)
- Landslides (2)
- large-scale test (2)
- Laser radar (1)
- Life cycle costing (1)
- Load and resistance factor design (1)
- Load factor (1)
- Load factor design (1)
- Load tests (2)
- Mechanically stabilized earth (2)
- Modulus of resilience (1)
- Multispectral Camera (1)
- Pavement design (1)
- Pavement distress (1)
- Pavement maintenance (1)
- Pavement management systems (2)
- Pavement performance (4)
- Pavements (2)
- Pavements, Flexible (2)
- Pavements--Subgrades (2)
- Paving (1)
- Performance (2)
- Performance tests (2)
- permanent deformation (1)
- Pile driving (1)
- Pile foundations (1)
- Piles (Supports) (1)
- Piling (Civil engineering) (1)
- Portland cement (1)
- Portland Cement Type I (1)
- Preservation (1)
- Profiler (1)
- Pumping Failure (1)
- Ramps (1)
- Ratings (1)
- Refusal (1)
- Reinforced soil foundation (2)
- Reinforcement (Engineering) (4)
- Remote sensing (2)
- Resistance (Mechanics) (1)
- Risk assessment (2)
- Rut Depth (1)
- Rutting (4)
- Settlement (Structures) (4)
- Settlement of structures (3)
- settlement reduction factor (2)
- Shafts (Excavations) (1)
- Silty clays (2)
- Slabs (1)
- Smoothness (1)
- soil (2)
- Soil consolidation (3)
- Soil mechanics (4)
- Soil mechanics--Louisiana (3)
- Soil moisture (2)
- Special operational conditions (1)
- Statistical analysis (1)
- Statistics (1)
- strain (2)
- Strain (Mechanics) (2)
- Stresses (2)
- Structural analysis (1)
- Subgrade (Pavements) (3)
- Subgrade materials (1)
- Surfaces, Deformation of (2)
- Tests (2)
- Test sections (1)
- Thermal Camera (1)
- Traffic loads (1)
- vertical stress (2)
- weak subgrade (1)
- wet subgrade (1)
- 04-2GT (5)
- 19-3SA (1)
- 22-1P (1)
- 1000431 (1)
- DOTLT1000387 (1)
- LTRC Number: 05-1GT (1)
- LTRC Number: 05-5GT (2)
- LTRC Number: 11-2GT State Project No. 736-99-1732 (1)
- LTRC Number: 11-3GT, State Project Number: 736-99-1735 (1)
- LTRC Number: 11-4GT (1)
- LTRC Project Number: 18-1P,SIO Number: DOTLT1000216 (1)
- SIO Number: 30000116 (1)
- SIO Number: 30000280 (1)
- SIO Number: DOTLT1000297 (1)
- SPR: TT-Fed/TT-Reg - 5 (1)
- State Project Number: 736-99-1312 (2)
- :Liu, Jun ;Chen, Qiming2025-07-01:Conventional high-speed inertial profilers provide valid international roughness index (IRI) measurements under favorable conditions but experience pe...
- :Chen, Qiming ;Rupnow, Tyson2024-05-01:In the realm of pavement engineering, the management of water and its impact on infrastructure longevity is of paramount importance. Water can lead to...
- :Zhang, Zhongjie ;Chen, Qiming2023-11-01:Monitoring the spatial-temporal variation of surface moisture content in highway soil embankment/dam has a practical implication for earth embankment/...
- :Zhang, Zhongjie ;Chen, Qiming2023-11-01:Monitoring the spatial-temporal variation of surface moisture content in highway soil embankment/dam has a practical implication for earth embankment/...
- :Chen, Qiming ;Zhang, Zhongjie2023-08-01:This research study aimed at developing a correlation of rut depths measured with Louisiana Transportation Research Center's (LTRC’s) profiler with ...
- :Chen, Qiming2023-08-01:The objective of this research was to develop a correlation of rut depths measured with LTRC’s profiler with a 5-point laser system and DOTD PMS’s...
- :Chen, Qiming ;Ferguson, Nicholas2022-01-01:The objective of this forensic investigation was to determine possible causes of the early pavement deterioration at Ponderosa Drive in East Baton Rou...
- :Abu-Farsakh, Murad ;Ardah, Allam2020-12-01:This study aimed at evaluating the performance-related properties (e.g., resilient modulus and permanent deformation) of cementitious treated/stabiliz...
- :Abu-Farsakh, Murad Y. ;Chen, Qiming2019-08-01:This research study aims at evaluating the benefits of using geosynthetics to reinforce/stabilize base aggregate layer/subgrade in pavements under rep...
- :Abu-Farsakh, Murad Y. ;Haque, Nafiul2016-07-01:This research study aims to investigate the pile set-up phenomenon for clayey soils and develop empirical models to predict pile set-upresistance at c...
- :Abu-Farsakh, Murad Y. ;Chen, Qiming2014-06-01:The Louisiana Department of Transportation and Development (DOTD) has initiated a major effort to minimize the bridge end bump problem associatedwith ...
- :Abu-Farsakh, Murad Y. ;Chen, Qiming2013-01-01:The Load and Resistance Factor Design (LRFD) calibration of deep foundation in Louisiana was first completed for driven piles (LTRC Final Report 449) ...
- :Abu-Farsakh, Murad Y. ;Chen, Qiming2012-03-01:This research study aims at evaluating the performance of base and subgrade soil in flexible pavements under repeated loading test conditions. For thi...
- :Abu-Farsakh, Murad Y. ;Chen, Qiming2012-03-01:The inadequacy of many existing roads due to rapid growth in traffic volume provides a motivation for exploring alternatives toexisting methods of con...
- :Abu-Farsakh, Murad Y. ;Chen, Qiming2008-11-01:This research study aims at investigating the potential benefits of using reinforced soil foundations to improve the bearing capacity and reduce the s...
- Use of reinforced soil foundation (RSF) to support shallow foundation : final report, November 2008.:Abu-Farsakh, Murad Y. ;Chen, Qiming2008-11-01:This research study aims at investigating the potential benefits of using reinforced soil foundations to improve the bearing capacity and reduce the s...
- :Abu-Farsakh, Murad Y. ;Chen, Qiming2008-11-01:The presence of a weak soil supporting structural foundations results in low load bearing capacity andexcessive settlements, which can cause structura...
- :Abu-Farsakh, Murad Y. ;Chen, Qiming2008-05-01:This research study investigates the potential benefits of using reinforced soil foundations to improve the bearing capacity and reduce the settlement...
- :Abu-Farsakh, Murad Y. ;Chen, Qiming2008-05-01:This research study investigates the potential benefits of using reinforced soil foundations to improve the bearingcapacity and reduce the settlement ...
Exit Notification/Disclaimer Policy
Thank you for visiting.
You are about to access a non-government link outside of the U.S. Department of Transportation's National Transportation Library.
Please note: While links to Web sites outside of DOT are offered for your convenience, when you exit DOT Web sites, Federal privacy policy and Section 508 of the Rehabilitation Act (accessibility requirements) no longer apply. In addition, DOT does not attest to the accuracy, relevance, timeliness or completeness of information provided by linked sites. Linking to a Web site does not constitute an endorsement by DOT of the sponsors of the site or the products presented on the site. For more information, please view DOT's Web site linking policy.
To get back to the page you were previously viewing, click your Cancel button.