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Volumn 115, Issue 9, 1989, Pages 1252-1267

Collapse of compacted clayey sand

Author keywords

[No Author keywords available]

Indexed keywords

CLAY - COMPACTION; MATERIALS TESTING - COMPRESSION TESTS;

EID: 0024735188     PISSN: 0733-9410     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1989)115:9(1252)     Document Type: Article
Times cited : (142)

References (12)
  • 1
    • 0002436030 scopus 로고
    • Volume change characteristics of unsaturated clay
    • ASCE.
    • Barden, L., Madedor, A. O., and Sides, G. F. (1969). “Volume change characteristics of unsaturated clay.” J. Soil Mech. and Found. Div., ASCE, 95(1), 33–51.
    • (1969) J. Soil Mech. and Found. Div. , vol.95 , Issue.1 , pp. 33-51
    • Barden, L.1    Madedor, A.O.2    Sides, G.F.3
  • 2
    • 0015639927 scopus 로고
    • The collapse mechanism in partly saturated soil
    • Barden, L., McGown, A., and Collins, K. (1973). “The collapse mechanism in partly saturated soil.” Engrg. Geol., 7, 49–60.
    • (1973) Engrg. Geol , vol.7 , pp. 49-60
    • Barden, L.1    McGown, A.2    Collins, K.3
  • 3
    • 3343024409 scopus 로고
    • Collapse settlement in compacted soils
    • NITRR Bulletin 13, Pretoria, South Africa
    • Booth, A. R. (1977). “Collapse settlement in compacted soils.” CSIR Research Report 324, NITRR Bulletin 13, Pretoria, South Africa.
    • (1977) CSIR Research Report 324
    • Booth, A.R.1
  • 4
    • 0012461909 scopus 로고
    • Volume change of compacted clay fill
    • Institution of Civil Engineers, London, Nov.
    • Cox, D. W. (1978). “Volume change of compacted clay fill.” Proc. of Conference on Clay Fills, Institution of Civil Engineers, London, Nov., 79–87.
    • (1978) Proc. of Conference on Clay Fills , pp. 79-87
    • Cox, D.W.1
  • 5
    • 0003859497 scopus 로고
    • An investigation of pore-water pressure in compacted cohesive soil
    • U.S. Department of Interior, Bureau of Reclamation, Denver, Colo.
    • Hilf, J. W. (1956). “An investigation of pore-water pressure in compacted cohesive soil.” Technical Memorandum 654, U.S. Department of Interior, Bureau of Reclamation, Denver, Colo.
    • (1956) Technical Memorandum 654
    • Hilf, J.W.1
  • 6
    • 1842821535 scopus 로고
    • The determination of limits for the control of placement moisture in high rolled earth dams
    • ASTM, Philadelphia, Pa.
    • Holtz, W. G. (1948). “The determination of limits for the control of placement moisture in high rolled earth dams.” Proc., ASTM, Philadelphia, Pa., 1240–1248.
    • (1948) Proc. , pp. 1240-1248
    • Holtz, W.G.1
  • 7
    • 0021608852 scopus 로고
    • The influence of stress-path in the collapse-swelling of soils at the laboratory
    • Adelaide, South Australia, May
    • Justo, J. L., Delgado, A., and Ruiz, J. (1984). “The influence of stress-path in the collapse-swelling of soils at the laboratory.” Proc. of the Fifth International Conference on Expansive Soils, Adelaide, South Australia, May, 67–71.
    • (1984) Proc. of the Fifth International Conference on Expansive Soils , pp. 67-71
    • Justo, J.L.1    Delgado, A.2    Ruiz, J.3
  • 8
    • 0006474292 scopus 로고
    • thesis presented to Washington State University, at Pullman, Wash., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
    • Lawton, E. C. (1986). “Wetting-induced collapse in compacted soil,” thesis presented to Washington State University, at Pullman, Wash., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
    • (1986) Wetting-induced collapse in compacted soil
    • Lawton, E.C.1
  • 9
    • 8744250741 scopus 로고
    • thesis presented to Purdue University, at West Lafayette, Ind., in partial fulfillment of the requirements for the degree of Master of Science.
    • Mishu, L. P. (1963). “Collapse in one-dimensional compression of compacted clay on wetting,” thesis presented to Purdue University, at West Lafayette, Ind., in partial fulfillment of the requirements for the degree of Master of Science.
    • (1963) Collapse in one-dimensional compression of compacted clay on wetting
    • Mishu, L.P.1
  • 10
    • 0009254378 scopus 로고
    • Fabric, structure, and property relationships
    • John Wiley & Sons, New York, N.Y.
    • Mitchell, J. K. (1976). “Fabric, structure, and property relationships.” Fundamentals of Soils Behavior, John Wiley & Sons, New York, N.Y., 222–252.
    • (1976) Fundamentals of Soils Behavior , pp. 222-252
    • Mitchell, J.K.1
  • 11
    • 0003021808 scopus 로고
    • Structure and strength characteristics of compacted clays
    • ASCE, Oct.
    • Seed, H. B., and Chan, C. K. (1959). “Structure and strength characteristics of compacted clays.” J. Soil Mech. and Found. Div., ASCE, Oct., 87–128.
    • (1959) J. Soil Mech. and Found. Div. , pp. 87-128
    • Seed, H.B.1    Chan, C.K.2
  • 12
    • 84937750775 scopus 로고
    • The effect of compaction prestress on compacted shale compressibility
    • Purdue Univ., West Lafayette, Ind., Sept.
    • Witsman, G. R., and Lovell, C. W. (1979). “The effect of compaction prestress on compacted shale compressibility.” Report No. FHWA/IN/JHRP-79/16, Purdue Univ., West Lafayette, Ind., Sept.
    • (1979) Report No. FHWA/IN/JHRP-79/16
    • Witsman, G.R.1    Lovell, C.W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.