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Volumn 131, Issue 7, 2005, Pages 898-906

Cohesive slope surface failure and evaluation

Author keywords

Cohesive soils; Embankments; Rehabilitation; Slope stability; Soil swelling

Indexed keywords

CRACKS; EMBANKMENTS; SHEAR STRENGTH; SOILS; STABILITY;

EID: 22744459906     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:7(898)     Document Type: Article
Times cited : (27)

References (13)
  • 1
    • 4143089740 scopus 로고    scopus 로고
    • "Standard terminology relating to soil, rock, and contained fluids"
    • ASTM D653
    • ASTM D653. (2001). "Standard terminology relating to soil, rock, and contained fluids." Annual book of ASTM standards. Vol. 04.08, 43-77.
    • (2001) Annual Book of ASTM Standards , vol.4 , Issue.8 , pp. 43-77
  • 2
    • 2342581715 scopus 로고    scopus 로고
    • 3)]"
    • ASTM D698
    • 3)]." Annual book of ASTM standards, Vol. 04. 08, 78-88.
    • (2001) Annual Book of ASTM Standards , vol.4 , Issue.8 , pp. 78-88
  • 3
    • 33044493305 scopus 로고    scopus 로고
    • "Standard test methods for compressive strength of molded soil-cement cylinder"
    • ASTM D1633
    • ASTM D1633. (2001). "Standard test methods for compressive strength of molded soil-cement cylinder." Annual book of ASTM standards, Vol. 04. 08, 160-163.
    • (2001) Annual Book of ASTM Standards , vol.4 , Issue.8 , pp. 160-163
  • 4
    • 33044510054 scopus 로고    scopus 로고
    • "Standard test method for shrinkage factors of soils by the wax method"
    • ASTM D4943
    • ASTM D4943. (2001). "Standard test method for shrinkage factors of soils by the wax method." Annual book of ASTM standards, Vol. 04.08, 939-943.
    • (2001) Annual Book of ASTM Standards , vol.4 , Issue.8 , pp. 939-943
  • 5
    • 1642408543 scopus 로고    scopus 로고
    • "Standard practice for classification of soils for engineering purpose (Unified Soil Classification System)"
    • ASTM Designation D2487
    • ASTM Designation D2487. (2001). "Standard practice for classification of soils for engineering purpose (Unified Soil Classification System)." Annual book of ASTM standards, Vol. 04. 08, 246-257.
    • (2001) Annual Book of ASTM Standards , vol.4 , Issue.8 , pp. 246-257
  • 8
    • 0002853451 scopus 로고
    • "Effect of moisture content on the interaction properties of geosynthetics"
    • International Geosynthetics Society, Nashville, Tenn
    • Farrag, K. (1995). "Effect of moisture content on the interaction properties of geosynthetics." Proc., Geosynthetics 1995 Conf., International Geosynthetics Society, Nashville, Tenn.
    • (1995) Proc., Geosynthetics 1995 Conf.
    • Farrag, K.1
  • 9
    • 33044505803 scopus 로고    scopus 로고
    • "Mechanism of shallow slope failures in clay"
    • Geotechnical section, Texas Section-ASCE, Dallas
    • Gregory, G. H. (1998). "Mechanism of shallow slope failures in clay." ASCE Texas Section Fall Meeting, Geotechnical section, Texas Section-ASCE, Dallas.
    • (1998) ASCE Texas Section Fall Meeting
    • Gregory, G.H.1
  • 10
    • 0002431009 scopus 로고    scopus 로고
    • "Stabilization of earth slopes with fiber reinforcement"
    • International Geosynthetics Society, Atlanta
    • Gregory, G. H., and Chill, D. S. (1998). "Stabilization of earth slopes with fiber reinforcement." Proc., 6th Int. Conf. on Geosynthetics, International Geosynthetics Society, Atlanta.
    • (1998) Proc., 6th Int. Conf. on Geosynthetics
    • Gregory, G.H.1    Chill, D.S.2
  • 13
    • 33044491796 scopus 로고    scopus 로고
    • "Evaluation of the effect of synthetic fibers and nonwoven geotextile reinforcement on the stability of heavy clay embankments"
    • Rep. No. FHWA/LA.03/373, Louisiana Transportation Research Center, La
    • Zhang, Z., Farrag, K., and Morvant, M. (2003). "Evaluation of the effect of synthetic fibers and nonwoven geotextile reinforcement on the stability of heavy clay embankments." Rep. No. FHWA/LA.03/ 373, Louisiana Transportation Research Center, La.
    • (2003)
    • Zhang, Z.1    Farrag, K.2    Morvant, M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.