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Volumn 32, Issue 1 B, 2007, Pages 147-152

Strength erosion of a fine-grained gypsiferous soil during soaking

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EID: 34547232654     PISSN: 2193567X     EISSN: 21914281     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (18)

References (22)
  • 3
    • 0029415556 scopus 로고
    • Geotechnical Behaviour of Saline Sabkha Soils
    • S. N. Abduljauwad and O. S. B. Al-Amoudi, "Geotechnical Behaviour of Saline Sabkha Soils", Geotechnique, 45 (1995), pp. 425-445.
    • (1995) Geotechnique , vol.45 , pp. 425-445
    • Abduljauwad, S.N.1    Al-Amoudi, O.S.B.2
  • 5
    • 4344589740 scopus 로고
    • The Properties of Salt Contaminated Soils and their Influence on the Performance of Roads in Iraq
    • Ph.D. Thesis, Queen Mary College, University of London
    • H. M. Subhi, "The Properties of Salt Contaminated Soils and their Influence on the Performance of Roads in Iraq", Ph.D. Thesis, Queen Mary College, University of London, 1987.
    • (1987)
    • Subhi, H.M.1
  • 7
    • 85024184646 scopus 로고
    • Engineering Geology of Norwegian Normally Consolidated Marine Clay as Related to Settlement of Building
    • L. Bjerrum, "Engineering Geology of Norwegian Normally Consolidated Marine Clay as Related to Settlement of Building", Geotechnique, 17 (1967), pp. 81-118.
    • (1967) Geotechnique , vol.17 , pp. 81-118
    • Bjerrum, L.1
  • 8
    • 0016069852 scopus 로고
    • Laboratory Investigation of the Effect of Leaching on the Compressibility and Shear Strength of Norwegian Marine Clay
    • J. K. Torrance, "Laboratory Investigation of the Effect of Leaching on the Compressibility and Shear Strength of Norwegian Marine Clay", Geotechnique, 24 (1974), pp. 155-173.
    • (1974) Geotechnique , vol.24 , pp. 155-173
    • Torrance, J.K.1
  • 9
    • 34547210091 scopus 로고
    • Principles of Buildings Design on Soils Prone to Slump-Type Settlement Owing to Wetting
    • M. N. Goldshtein, "Principles of Buildings Design on Soils Prone to Slump-Type Settlement Owing to Wetting", Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6 (1969), pp. 25-27.
    • (1969) Osnovaniya, Fundamenty i Mekhanika Gruntov , Issue.6 , pp. 25-27
    • Goldshtein, M.N.1
  • 11
    • 0017961872 scopus 로고
    • Invrstigation of the Deformability of Gypsified Soils by Static Load
    • V. P. Petrukhin and C. B. Boldyrev, "Invrstigation of the Deformability of Gypsified Soils by Static Load", Soil Mechanics and Foundation Engineering, 15 (1978), pp. 178-182.
    • (1978) Soil Mechanics and Foundation Engineering , vol.15 , pp. 178-182
    • Petrukhin, V.P.1    Boldyrev, C.B.2
  • 12
    • 0033083749 scopus 로고    scopus 로고
    • Decrease in the CBR of a Gypsiferous Soil due to Long-Term Soaking
    • S. S. Razouki and O. A. El-Janabi, "Decrease in the CBR of a Gypsiferous Soil due to Long-Term Soaking", Quarterly Journal of Engineering Geology, 32 (1999), pp. 87-89.
    • (1999) Quarterly Journal of Engineering Geology , vol.32 , pp. 87-89
    • Razouki, S.S.1    El-Janabi, O.A.2
  • 13
    • 4344646696 scopus 로고    scopus 로고
    • Effect of Long-Term Soaking and Surcharge load on Resilient Modulus and California Bearing Ratio of Gypsiferous Soils
    • S. S. Razouki and D. K. Kuttah, "Effect of Long-Term Soaking and Surcharge load on Resilient Modulus and California Bearing Ratio of Gypsiferous Soils", Quarterly Journal of Engineering Geology and Hydrogeology, 37 (2004), pp. 155-164.
    • (2004) Quarterly Journal of Engineering Geology and Hydrogeology , vol.37 , pp. 155-164
    • Razouki, S.S.1    Kuttah, D.K.2
  • 14
    • 34547158497 scopus 로고    scopus 로고
    • British Standard Institution, Code of Practice for Site Investigations, BS 5930, London, 1981 (Formerly CP 2001).
    • British Standard Institution, Code of Practice for Site Investigations, BS 5930, London, 1981 (Formerly CP 2001).
  • 15
    • 34547189050 scopus 로고    scopus 로고
    • American Society for Testing and Materials ASTM, Soil and Rock; Building Stones; Geotextile, 04-08 (1989).
    • American Society for Testing and Materials ASTM, "Soil and Rock; Building Stones; Geotextile", 04-08 (1989).
  • 16
    • 34547173077 scopus 로고    scopus 로고
    • British Standards Institution, Method of Test for Soils for Civil Engineering Purposes, Doc. BS 1377, Part 3, London, 1990.
    • British Standards Institution, "Method of Test for Soils for Civil Engineering Purposes", Doc. BS 1377, Part 3, London, 1990.
  • 17
    • 0040207520 scopus 로고
    • U.S. Department of Interior, 3rd edn. Water and Power Resources Service, D. C, Washington
    • rd edn. Water and Power Resources Service, D. C.: Washington, 1980.
    • (1980) Earth Manual
  • 19
    • 85001871652 scopus 로고    scopus 로고
    • Discussion on Leaching Effects on Properties of Cemented Sands in Kuwait
    • R.W. Day, "Discussion on Leaching Effects on Properties of Cemented Sands in Kuwait", Journal of Geotechnical Engineering, ASCE, 126 (2000), pp. 99-101.
    • (2000) Journal of Geotechnical Engineering, ASCE , vol.126 , pp. 99-101
    • Day, R.W.1
  • 21
    • 0021518069 scopus 로고
    • Strength of Gypsum-Clay Soils and its Variation during the Leaching of Salts
    • V.P. Petrukhin and E. A. Arkelyan, " Strength of Gypsum-Clay Soils and its Variation during the Leaching of Salts", Soil Mechanics and Foundation Engineering, 21 (1985), pp. 23-25.
    • (1985) Soil Mechanics and Foundation Engineering , vol.21 , pp. 23-25
    • Petrukhin, V.P.1    Arkelyan, E.A.2
  • 22
    • 2042492118 scopus 로고
    • Transport and Road Research Laboratory TRRL, London: Her Majesty's Stationery Office, HMSO
    • Transport and Road Research Laboratory (TRRL), Soil Mechanics for Road Engineers. London: Her Majesty's Stationery Office. (HMSO), 1974.
    • (1974) Soil Mechanics for Road Engineers


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.