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- Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data (18)
- NSF Soil-Bentonite Slurry Trench Cutoff Wall Datasets (3)
- Effect of Subsurface Microseismicity on the Motion of Surrounding Dispersed Droplets – Data (1)
- Faculty Publications and Other Works -- Civil & Environmental Engineering (1)
- NSF Soil-Bentonite Slurry Trench Cutoff Wall Documents (1)
Articles 1 - 25 of 25
Full-Text Articles in Geotechnical Engineering
T112, Pingxin Xia, Longtan Shao, Wen Deng
T112, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
Pf5, Pingxin Xia, Longtan Shao, Wen Deng
Pf5, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘PS’ and ‘PF’ spreadsheets are the data of the prediction and calibration tests. (The data in this series are overall stress and strain information).
Dem, Pingxin Xia, Longtan Shao, Wen Deng
Dem, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘DEM’ spreadsheet is the simulation results. The test information of the numerical samples is included in it.
Pf Series, Pingxin Xia, Longtan Shao, Wen Deng
Pf Series, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘PS’ and ‘PF’ spreadsheets are the data of the prediction and calibration tests. (The data in this series are overall stress and strain information).
Pf6, Pingxin Xia, Longtan Shao, Wen Deng
Pf6, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘PS’ and ‘PF’ spreadsheets are the data of the prediction and calibration tests. (The data in this series are overall stress and strain information).
T111, Pingxin Xia, Longtan Shao, Wen Deng
T111, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T113, Pingxin Xia, Longtan Shao, Wen Deng
T113, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T114, Pingxin Xia, Longtan Shao, Wen Deng
T114, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T144, Pingxin Xia, Longtan Shao, Wen Deng
T144, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T514, Pingxin Xia, Longtan Shao, Wen Deng
T514, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T414, Pingxin Xia, Longtan Shao, Wen Deng
T414, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
Pf7, Pingxin Xia, Longtan Shao, Wen Deng
Pf7, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘PS’ and ‘PF’ spreadsheets are the data of the prediction and calibration tests. (The data in this series are overall stress and strain information).
Ps Series, Pingxin Xia, Longtan Shao, Wen Deng
Ps Series, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘PS’ and ‘PF’ spreadsheets are the data of the prediction and calibration tests. (The data in this series are overall stress and strain information).
T124, Pingxin Xia, Longtan Shao, Wen Deng
T124, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T134, Pingxin Xia, Longtan Shao, Wen Deng
T134, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T154, Pingxin Xia, Longtan Shao, Wen Deng
T154, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T214, Pingxin Xia, Longtan Shao, Wen Deng
T214, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
T314, Pingxin Xia, Longtan Shao, Wen Deng
T314, Pingxin Xia, Longtan Shao, Wen Deng
Stress-State Dependency of the Deformation Ratio of Quasi-Elastic Granular Soils under Cyclic Loading -- Raw Data
‘T’ series spreadsheets are the raw data of all tests. (The data in this series are overall stress and strain information).
Approximation Of The Time Rate Of Consolidation For Hydraulically Placed Fine Coal Refuse Using A Variable Coefficient Of Consolidation Method, Cyrus Jedari, Eric Drumm, Angelica Palomino
Approximation Of The Time Rate Of Consolidation For Hydraulically Placed Fine Coal Refuse Using A Variable Coefficient Of Consolidation Method, Cyrus Jedari, Eric Drumm, Angelica Palomino
Faculty Publications and Other Works -- Civil & Environmental Engineering
Terzaghi’s consolidation theory assumes strain in soil due to applied overburden pressure is small, and permeability and thus the coefficient of consolidation (Cv) remain constant during consolidation. Although valid for soft soil consolidation, the Cv for hydraulically placed slurry materials with low solids content may change significantly during the consolidation process as the material transitions from a slurry to a solid. In this study, a spatial and temporal variable Cv was used to predict the time rate of consolidation of fine coal refuse placed in an impoundment as a slurry. The results suggest the variable …
Unsteady-State Contact Angle Hysteresis During Droplet Oscillation In Capillary Pores: Theoretical Model And Vof Simulation -- Data, Chao Zeng, Wen Deng, Lichun Wang
Unsteady-State Contact Angle Hysteresis During Droplet Oscillation In Capillary Pores: Theoretical Model And Vof Simulation -- Data, Chao Zeng, Wen Deng, Lichun Wang
Unsteady-State Contact Angle Hysteresis during Droplet Oscillation in Capillary Pores: Theoretical Model and VOF Simulation -- Data
Spreadsheet - Data of Figures 2 through 11.
Effect Of Subsurface Microseismicity On The Motion Of Surrounding Dispersed Droplets -- Data, Chao Zeng, Wen Deng
Effect Of Subsurface Microseismicity On The Motion Of Surrounding Dispersed Droplets -- Data, Chao Zeng, Wen Deng
Effect of Subsurface Microseismicity on the Motion of Surrounding Dispersed Droplets – Data
Spreadsheet - Data plotted in Figure 4 and Figure 5
Soil-Bentonite Slurry Trench Cutoff Wall Bore Logs, Jeffrey C. Evans
Soil-Bentonite Slurry Trench Cutoff Wall Bore Logs, Jeffrey C. Evans
NSF Soil-Bentonite Slurry Trench Cutoff Wall Documents
Bore logs for the soil-bentonite slurry trench cutoff wall constructed in Montandon Pennsylvania.
Data Sheet For Cone Penetration Test In Soil-Bentonite Cutoff Wall, Jeffrey C. Evans
Data Sheet For Cone Penetration Test In Soil-Bentonite Cutoff Wall, Jeffrey C. Evans
NSF Soil-Bentonite Slurry Trench Cutoff Wall Datasets
This data sheet shows the measurements taken using a cone penetration test in a soil-bentonite slurry trench cutoff wall. The testing was done following ASTM D 3441.
Data Sheet For Vane Shear Testing In Soil-Bentonite Cutoff Wall, Jeffrey C. Evans
Data Sheet For Vane Shear Testing In Soil-Bentonite Cutoff Wall, Jeffrey C. Evans
NSF Soil-Bentonite Slurry Trench Cutoff Wall Datasets
This data sheet shows the measurements taken from vane shear tests in a soil-bentonite slurry trench cutoff wall. The vane obtained for the test was built in accordance to the ASTM standards of designation 2573. Due to the softness of the clay, to ensure the feasibility of acceptable torque resolution, the vane’s diameter, shaft diameter, and vane height at 100 mm, 16.5 mm, and 250 mm respectively were the largest acceptable sizes to use from the abovementioned standards.
Data Sheet For Marchetti Dilatometer In Soil-Bentonite Cutoff Wall, Jeffrey C. Evans
Data Sheet For Marchetti Dilatometer In Soil-Bentonite Cutoff Wall, Jeffrey C. Evans
NSF Soil-Bentonite Slurry Trench Cutoff Wall Datasets
This data sheet shows the measurements taken using a Marchetti dilatometer in a soil-bentonite slurry trench cutoff wall for the purpose of finding the in situ lateral stresses. There are several data sets within the data sheet. Each set is labelled with the time, date, and location along the cutoff wall. The transverse orientation is perpendicular to the wall alignment and the longitudinal orientation is parallel to the wall alignment.