Pseudo-static analysis for earth thrust computations

Soils and Foundations

Volumn 43, Issue 2, 2003, Pages 135-138

  Greco, Venanzio R ^a  

^a UNIVERSITY OF CALABRIA   (Italy)

Author keywords

Active earth pressure; Coulomb's method; Earthquake; Retaining walls; Stability analysis (IGC: E5 E13)

Indexed keywords

EARTHQUAKE EFFECTS; FRICTION; SEISMOLOGY; SHEAR STRENGTH; SOILS;

ACTIVE EARTH PRESSURE; COULOMB'S METHOD; EARTH THRUST; STABILITY ANALYSIS (IGC: E5/E13);

RETAINING WALLS;

EID: 24744444971     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.2_135     Document Type: Article

References (6)

1. Arango, I. (1969): Personal communication to Seed and Whitman, reported in Seed, H. B. and Withman, R. V. (1970): Design of earth retaining structures for dynamic loads, Proc. ASCE Specialty Conf. on Lateral Stresses in Ground and Design of Earth Retaining Structures, Cornell University, Ithaca, N.Y., 103-147.
2. Coulomb, C. A. (1773): Essai sur une application des règles de maximis et minimis a quelques problemes de statique relatifs a l'architecture, Mem. Div. Sav. Acad., V, 7.
3. Mononobe, N. (1924): Considerations on the vertical earthquake motion and some vibration problems, J. of the Japan Society of Civil Engineers, 15 (5), 1063-1094 (in Japanese).
4. Mueller-Breslau, H. (1906): Erddruck auf Stützmauern, Alfred Kröner Verlag, Stuttgart, Germany.
5. Okabe, S. (1924): General theory on earth pressure and seismic stability of retaining wall and dam, J. of Japan Society of Civil Engineers, 10 (6), 1277-1323.
6. Satyanarayana, B. (1965): Earth-pressures for bilinear backfill surface, J. Soil Mech. Fou. Div., ASCE, 91 (SM1), 99-110.