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Volumn 16 M, Issue , 2011, Pages 1595-1605

Study of bearing capacity of lime-cement columns with pulverized fuel ash for soil stabilization using laboratory model

Author keywords

Bearing capacity; Shear strength; Soft soils; Soil stabilisation; Stabilized SAND PFA columns

Indexed keywords

CHEMICALLY MODIFIED; COEFFICIENT OF CONSOLIDATION; FAILURE PLANE; FOCAL POINTS; INITIAL RATE; LABORATORY MODELS; LIME-CEMENT COLUMNS; LOW PERMEABILITY; NATURAL CLAYS; PULVERIZED FUEL ASHES; RESISTANCE TO DEFORMATION; SHORT TERM STABILITY; SOFT SOILS; SOIL STABILIZATION; STABILIZED SAND-PFA COLUMNS; TREATED SOILS; ULTIMATE BEARING CAPACITY; UNCONFINED COMPRESSION TESTS; UNDRAINED SHEAR STRENGTH;

EID: 80052231317     PISSN: None     EISSN: 10893032     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (11)

References (7)
  • 2
    • 0002219303 scopus 로고
    • Deep Mixing Method Using Cement Slurry as Hardening Agent Seminar on Soil Improvement and Construction Techniques in Soft Ground
    • Singapore
    • Kawasaki T., Saitoh S., Suzuki Y. and Babasaki R. (1984) "Deep Mixing Method Using Cement Slurry as Hardening Agent Seminar on Soil Improvement and Construction Techniques in Soft Ground", Singapore, 17-38.
    • (1984) , pp. 17-38
    • Kawasaki, T.1    Saitoh, S.2    Suzuki, Y.3    Babasaki, R.4
  • 4
    • 0003714254 scopus 로고
    • British Standard Institution, Part 2 Classification Test London: BS 1377
    • British Standard Institution (1990) "Methods of Test for Soils for Civil Engineering Purpose", Part 2: Classification Test, London: BS 1377.
    • (1990) Methods of Test for Soils for Civil Engineering Purpose


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.