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2020 | OriginalPaper | Buchkapitel

Characterization of Compacted Fine-Grained Soils

verfasst von : H. S. Prasanna, Basavaraju, A. R. Chaitra

Erschienen in: Geotechnical Characterization and Modelling

Verlag: Springer Singapore

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Abstract

Compaction control is the most significant factor affecting the behaviour of earthwork projects constructed with compacted fine-grained soils. The durability and stability of a structure are related to the achievement of proper soil compaction. Correlating engineering properties with index properties have assumed greater significance in the field of geotechnical engineering. In the present experimental study, an attempt has been made to establish the correlations between index properties of soils with the compaction characteristics of soils having different clay mineralogy altogether for varying energy levels. The compaction characteristics cannot be explained only by liquid limit and plasticity index of the soils but more effectively by plastic limit of soils. It can be concluded that these correlations can be used for predicting the compaction characteristics of soils in field compaction works.

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Literatur
Zurück zum Zitat Barden L, Sides GR (1970) Engineering behaviour and structure of compacted clay. J Soil Mech Found Eng Div ASCE 94(4):1171–1200 Barden L, Sides GR (1970) Engineering behaviour and structure of compacted clay. J Soil Mech Found Eng Div ASCE 94(4):1171–1200
Zurück zum Zitat Gurtug Y, Shridhar A (2004) Compaction behavior and prediction of its characterstics of fine grained soils with particular reference to compaction energy. Soils Found 44(5):27–36 Gurtug Y, Shridhar A (2004) Compaction behavior and prediction of its characterstics of fine grained soils with particular reference to compaction energy. Soils Found 44(5):27–36
Zurück zum Zitat Hilf J (1956) A rapid method of construction control for embankments of cohesive soil. Eng Monogr 26:1–29CrossRef Hilf J (1956) A rapid method of construction control for embankments of cohesive soil. Eng Monogr 26:1–29CrossRef
Zurück zum Zitat IS: 2720—Part 5 (1985) Indian standard methods of test for soils: determination of liquid limit and plastic limit (second revision). Bureau of Indian Standards, New Delhi IS: 2720—Part 5 (1985) Indian standard methods of test for soils: determination of liquid limit and plastic limit (second revision). Bureau of Indian Standards, New Delhi
Zurück zum Zitat IS: 2720—Part 7 (1980) Indian standard methods of test for soils: determination of water content-density relation using light compaction (second revision). Bureau of Indian Standards, New Delhi IS: 2720—Part 7 (1980) Indian standard methods of test for soils: determination of water content-density relation using light compaction (second revision). Bureau of Indian Standards, New Delhi
Zurück zum Zitat IS: 2720—Part 8 (1983) Indian standard methods of test for soils: determination of water content—dry density relation using heavy compaction (second revision). Bureau of Indian Standards, New Delhi IS: 2720—Part 8 (1983) Indian standard methods of test for soils: determination of water content—dry density relation using heavy compaction (second revision). Bureau of Indian Standards, New Delhi
Zurück zum Zitat Johnson AW, Sallberg JR (1962) Factors that influence field compaction results. Highw Res Board Bull 319 Johnson AW, Sallberg JR (1962) Factors that influence field compaction results. Highw Res Board Bull 319
Zurück zum Zitat Jumikis A (1958) Geology and soils of the Newark (N.J.) metropolitan area. J Soil Mech Found Div ASCE 94(2) Jumikis A (1958) Geology and soils of the Newark (N.J.) metropolitan area. J Soil Mech Found Div ASCE 94(2)
Zurück zum Zitat McRae JL (1958) Index of compaction characteristics. In: Symposium on application of soil testing in highway design and construction, vol 239. ASTM, STP, pp 119–127 McRae JL (1958) Index of compaction characteristics. In: Symposium on application of soil testing in highway design and construction, vol 239. ASTM, STP, pp 119–127
Zurück zum Zitat Nagaraj HB (2000) Prediction of engineering properties of fine-grained soils from their index properties. Ph. D thesis, Indian Institute of Science, Bangalore Nagaraj HB (2000) Prediction of engineering properties of fine-grained soils from their index properties. Ph. D thesis, Indian Institute of Science, Bangalore
Zurück zum Zitat Olson RE (1963) Effective stress theory of soil compaction. J Soil Mech Found Eng Div ASCE 89:27–45 Olson RE (1963) Effective stress theory of soil compaction. J Soil Mech Found Eng Div ASCE 89:27–45
Zurück zum Zitat Pandian NS, Nagaraj TS, Manoj M (1997) Re-examination of compaction characteristics of fine-grained soils. Geotechnique 47(2):363–366CrossRef Pandian NS, Nagaraj TS, Manoj M (1997) Re-examination of compaction characteristics of fine-grained soils. Geotechnique 47(2):363–366CrossRef
Zurück zum Zitat Prakash K, Sridharan A (2004) Free swell ratio and clay mineralogy of fine-grained soils. Geotech Test J ASTM 27(2):220–225 Prakash K, Sridharan A (2004) Free swell ratio and clay mineralogy of fine-grained soils. Geotech Test J ASTM 27(2):220–225
Zurück zum Zitat Ring G, Sallberg J, Collins W (1962) Correlation of compaction and classification test data. Highw Res Bull 325:55–75 Ring G, Sallberg J, Collins W (1962) Correlation of compaction and classification test data. Highw Res Bull 325:55–75
Zurück zum Zitat Sridharan A, Venkatappa Rao G (1975) Mechanism controlling the liquid limit of clays. Proc Istanbul Conf Soil Mech Found Eng 1:75–84 Sridharan A, Venkatappa Rao G (1975) Mechanism controlling the liquid limit of clays. Proc Istanbul Conf Soil Mech Found Eng 1:75–84
Zurück zum Zitat Sridharan A, Rao SM, Murthy NS (1986) Liquid limit of montmorillonite soils. Geotech Test J ASTM 9(3):156–159CrossRef Sridharan A, Rao SM, Murthy NS (1986) Liquid limit of montmorillonite soils. Geotech Test J ASTM 9(3):156–159CrossRef
Zurück zum Zitat Sridharan A, Rao SM, Murthy NS (1988) Liquid limit of kaolinitic soils. Geotechnique 38(2):191–198CrossRef Sridharan A, Rao SM, Murthy NS (1988) Liquid limit of kaolinitic soils. Geotechnique 38(2):191–198CrossRef
Zurück zum Zitat Wang M, Huang C (1984) Soil compaction and permeability prediction models. J Geotech Geoenviron Eng ASCE 110(6):1063–1083 Wang M, Huang C (1984) Soil compaction and permeability prediction models. J Geotech Geoenviron Eng ASCE 110(6):1063–1083
Metadaten
Titel
Characterization of Compacted Fine-Grained Soils
verfasst von
H. S. Prasanna
Basavaraju
A. R. Chaitra
Copyright-Jahr
2020
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-15-6086-6_1