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Volumn , Issue , 2001, Pages 132-157

Longitudinal cracking of a bicycle trail due to drying shrinkage

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT PAVEMENTS; BORING; CONCRETE AGGREGATES; CONCRETE PAVEMENTS; CRACK INITIATION; EVAPORATION; GEOTECHNICAL ENGINEERING; MOISTURE; RAIN; SHRINKAGE; SOIL TESTING; TENSILE STRENGTH;

EID: 0035773818     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (9)

References (13)
  • 1
    • 0011032526 scopus 로고    scopus 로고
    • AASHTO; Twentieth Edition, Part II Tests
    • AASHTO (2000), Twentieth Edition, Part II Tests.
    • (2000)
  • 3
    • 0011053901 scopus 로고    scopus 로고
    • Willowmead Publishing Ltd., Ickleton Rd, Wantage, OX129JA
    • Biddle, P.G. (1998). Tree Root Damage to Buildings, Vol. 1, Willowmead Publishing Ltd., Ickleton Rd, Wantage, OX129JA.
    • (1998) Tree Root Damage to Buildings , vol.1
    • Biddle, P.G.1
  • 4
    • 0010976525 scopus 로고
    • Engineering Classification of Geologic Materials, Division 4, Oklahoma Highway Department, Research and Development Division
    • Engineering Classification of Geologic Materials, Division 4, Oklahoma Highway Department, Research and Development Division, 1967.
    • (1967)
  • 6
    • 0025450091 scopus 로고
    • Climate-controlled soil design parameters for mat foundations
    • July
    • McKeen, R. G. and Johnson, L.D. (1990). Climate-Controlled Soil Design Parameters for Mat Foundations, J. Geotech. Eng., ASCE 116(7): pp. 1073-1094, July.
    • (1990) J. Geotech. Eng., ASCE , vol.116 , Issue.7 , pp. 1073-1094
    • McKeen, R.G.1    Johnson, L.D.2
  • 7
    • 0012350278 scopus 로고
    • Design of airport pavements for expansive clays
    • U. S. Dept. of Transportation, Federal Aviation Administration, Rep. No. DOT/FAA/RD-81/25
    • McKeen R. G. (1981). Design of Airport Pavements for Expansive Clays, U. S. Dept. of Transportation, Federal Aviation Administration, Rep. No. DOT/FAA/RD-81/25.
    • (1981)
    • McKeen, R.G.1
  • 8
    • 0002004753 scopus 로고    scopus 로고
    • Tensiometers; Their design and use for civil engineering purpose
    • Ridley, A. M. and Patel A. R. (1998), Tensiometers; Their Design and Use for Civil Engineering Purpose, Geotechnical Site Characterization, Volume 2, pp. 851-856.
    • (1998) Geotechnical Site Characterization , vol.2 , pp. 851-856
    • Ridley, A.M.1    Patel, A.R.2
  • 9
    • 84984541731 scopus 로고
    • The effect of climatic factors on subgrade moisture conditions
    • Russam, K. and Coleman, J. D. (1961). The Effect of Climatic Factors on Subgrade Moisture Conditions, Geotechnique Vol. 11, No.1, pp. 22-28.
    • (1961) Geotechnique , vol.11 , Issue.1 , pp. 22-28
    • Russam, K.1    Coleman, J.D.2
  • 10
    • 27944493404 scopus 로고
    • Soil survey of Oklahoma County, Oklahoma
    • USDA, Soil Conservation Service
    • Soil Survey of Oklahoma County, Oklahoma (1967), USDA, Soil Conservation Service.
    • (1967)
  • 12
    • 0002048389 scopus 로고
    • An approach toward a rational classification of climate
    • Thornthwaite, C. W. (1984). An Approach Toward a Rational Classification of Climate, Geographical Review, Vol. 38, pp. 55-94.
    • (1948) Geographical Review , vol.38 , pp. 55-94
    • Thornthwaite, C.W.1
  • 13
    • 0023593273 scopus 로고
    • The effect of climate on expansive soils supporting on-grade structures in a dry climate
    • Transportation Research Record No. 1137, TRB, National Research Council, Washington D. C.
    • Wray, W. K. (19987). The Effect of Climate on Expansive Soils Supporting On-Grade Structures in a Dry Climate, Transportation Research Record No. 1137, TRB, National Research Council, Washington D. C. pp. 12-33.
    • (1987) , pp. 12-33
    • Wray, W.K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.