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Volumn 4, Issue , 2005, Pages 2493-2498

Shear strength behaviour of cohesive soils reinforced with vegetation

(2)  Cazzuffi, D a   Crippa, E a  

a CESI   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

COHESIVE SOILS; DIRECT SHEAR TEST; EROSION CONTROL; EXPERIMENTAL STUDIES; PLANT ROOTS; QUANTITATIVE DETERMINATIONS; ROOT SYSTEM; ROOT TENSILE STRENGTH; SLOPE STABILIZATION; SOIL LAYER; SOIL MASS; SOIL MECHANICAL PROPERTIES; SOIL SHEAR STRENGTH; UNDISTURBED SAMPLE;

EID: 33745621416     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (21)

References (5)
  • 2
    • 85009103938 scopus 로고    scopus 로고
    • Analisi del contributo meccanico delle radici alia resistenza del terreno (Interpretation of the roots mechanical contribution to the soil shear strength)
    • Trento, in Italian
    • Belfiore, G., Urciuoli, G. 2004. Analisi del contributo meccanico delle radici alia resistenza del terreno (Interpretation of the roots mechanical contribution to the soil shear strength). Proceedings of the Annual Meeting of the Geotechnical Researchers 2004 - IARG 2004. Trento, in Italian.
    • (2004) Proceedings of the Annual Meeting of the Geotechnical Researchers 2004 - IARG 2004
    • Belfiore, G.1    Urciuoli, G.2
  • 4
    • 0003629594 scopus 로고
    • CIRIA (Construction Industry Research and Information Association), London
    • Coppin, N.J., Richards, I.G. 1990. Use of vegetation in civil engineering. CIRIA (Construction Industry Research and Information Association), London, 284p.
    • (1990) Use of Vegetation in Civil Engineering , pp. 284
    • Coppin, N.J.1    Richards, I.G.2
  • 5
    • 0034059448 scopus 로고    scopus 로고
    • The influence of vegetation on soil strength
    • Operstein, V., Frydman, S. 2000. The influence of vegetation on soil strength. Ground Improvement, vol. 4, 81-89.
    • (2000) Ground Improvement , vol.4 , pp. 81-89
    • Operstein, V.1    Frydman, S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.