Soil pressure measured at various fill heights above deeply buried thermoplastic pipe

Transportation Research Record

Volumn , Issue 1770, 2001, Pages 227-235

  Sargand, Shad M ^a   Masada, Teruhisa ^a   Schehl, Donald J ^a  

^a OHIO UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

PRESSURE EFFECTS; PRESSURE MEASUREMENT; SOIL STRUCTURE INTERACTIONS; STIFFNESS; STRESS ANALYSIS; THERMOPLASTICS;

SOIL PRESSURE;

PLASTIC PIPE;

EID: 0035727015     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1770-29     Document Type: Conference Paper

References (12)

1. The theory of loads on pipes in ditches, and tests of cement and clay drain tile and sewer pipe
2. Analysis of Pipe structures in soil test cells: Biaxial pipe testing at the University of Western Ontario
3. Attenuation of stresses for buried cylinders
4. Stress against underground structural cylinders
5. Allowable fill heights for corrugated polyethylene pipe
6. Polyethylene pipe under high fill
7. Performance of large diameter HC-HDPE pipe under highway embankment in Ohio
8. Thermoplastic pipe responses under deep burial conditions
9. Modulus of soil reaction (E') values for buried flexible pipe
10. E' and its variation with depth