Application of dynamic cone penetrometer in evaluation of base and subgrade layers

Transportation Research Record

Volumn , Issue 1764, 2001, Pages 1-10

  Chen, Dar Hao ^a   Wang, Jian Neng ^a   Bilyeu, John ^a  

^a Texas Department of Transportation   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CORRELATION METHODS; QUALITY ASSURANCE; QUALITY CONTROL; STIFFNESS; STRESSES; STRUCTURAL ANALYSIS;

DYNAMIC CONE PERETROMETER (DCP);

PAVEMENTS;

EID: 0035728019     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1764-01     Document Type: Conference Paper

References (11)

1. Validation of correlations between a number of penetration tests and in situ California beating ratio tests
2. Correlation of CBR and dynamic cone penetrometer strength measurement of soils
3. Test results and analyses of the full-scale accelerated pavement testing of TxMLS
4. Effect of vertical confinement on dynamic cone penetrometer strength values in pavement and subgrade evaluations
5. Dynamic testing as means of controlling pavements during and after construction
6. The structural design of bituminous roads
7. Validation of moduli backcalculation procedure using multidepth deflectometers installed in various flexible pavement structures
8. Verification of backcalculation procedures