Design of slope reinforcement with small-diameter piles

Geotechnical Special Publication

Volumn , Issue 151, 2006, Pages 67-73

  Thompson, M J ^a   White, D J ^a  

^a Iowa State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; DRILLING; GROUTING; REINFORCEMENT; SLOPE STABILITY; SOIL MECHANICS; STRUCTURAL DESIGN; STRUCTURAL LOADS;

GROUTED PILES; LATERAL LOADS; LATERAL SOIL MOVEMENT; STRUCTURAL PILE ELEMENTS;

PILES;

EID: 33845411476     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40863(195)3     Document Type: Conference Paper

References (7)

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2. Esu, F. and D'Elia, B. (1974). "Interazione terreno-struttura in un palo solleciato dauna frana colata."Rivsita Italiana di Geotechica, 111, 27-38.
3. th Int. Conf. Soil Mechanics and Foundation Engineering, Tokyo, SS10, 27-42.
4. Loehr, E. (2004). "Design methodology for stabilizing slopes using recycled plastic reinforcement," Proc., Geotechnical Engineering for Transportation Projects, ASCE, Los Angeles, 723-731.
5. Poulos H. (1995). "Design of reinforcing piles to increase slope stability." Canadian Geotechnical Journal, 37, 890-897.
6. Reese, L. and Wang, S. (2000). "LIPILE Plus 4.0m Manual, Ensoft, Inc.,
7. Thompson, M.J. (2004), Slope reinforcement using soil displacement grouted micropiles, Master's thesis submitted to the Department of Civil, Construction and Environmental Engineering at Iowa State University, Ames, Iowa.