Modeling of permeability and compaction characteristics of soils using evolutionary polynomial regression

Computers and Geosciences

Volumn 37, Issue 11, 2011, Pages 1860-1869

  Ahangar Asr, A ^a   Faramarzi, A ^a   Mottaghifard, N ^a   Javadi, A A ^a  

^a UNIVERSITY OF EXETER   (United Kingdom)

Author keywords

Data mining; Evolutionary computing; Maximum dry density; Optimum moisture content; Permeability

Indexed keywords

CONSTANT HEAD; CORRELATION EQUATION; DATA-DRIVEN METHODS; EVOLUTIONARY COMPUTING; EXPERIMENTAL DATA; LEAST SQUARES METHODS; MAXIMUM DRY DENSITY; MODEL PREDICTION; NEURAL NETWORK MODEL; OPTIMUM MOISTURE CONTENT; PERMEABILITY TEST; POLYNOMIAL REGRESSION; POLYNOMIAL STRUCTURE; SOIL PARAMETERS; STANDARD PROCTOR TEST;

COMPACTION; GENETIC ALGORITHMS; GEOLOGIC MODELS; LEAST SQUARES APPROXIMATIONS; MOISTURE; MOISTURE DETERMINATION; NEURAL NETWORKS; POLYNOMIALS; SEARCH ENGINES; SENSITIVITY ANALYSIS; SOIL TESTING; SOILS; TESTING;

MECHANICAL PERMEABILITY;

ACCURACY ASSESSMENT; BENTONITE; COMPACTION; DATA MINING; DRY DENSITY; EXPERIMENTAL STUDY; GENETIC ALGORITHM; LIMESTONE; MOISTURE CONTENT; NUMERICAL MODEL; PARAMETERIZATION; PERMEABILITY; REGRESSION ANALYSIS; SAND AND GRAVEL; SOIL MECHANICS;

EID: 80054958843     PISSN: 00983004     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cageo.2011.04.015     Document Type: Article

References (30)

1. Blotz L.R., Benson C.H., Boutwell G.P. Estimating optimum water content and maximum dry unit weight for compacted clays. Journal of Geotechnical and Geo-Environmental Engineering, ASCE 1998, 124(9):907-912.
2. Burmister, D.M., 1954. Principles of permeability testing of soils, symposium on permeability of soils. ASTM Special Technical Publication, vol. 163, pp. 3-26.
3. Carman P.C. Fluid Flows Through Granular Beds 1937, vol. 15. Transportation Institute Chemistry Engineers, London, England, pp. 150-166.
4. Chen C.Y., Bullen A.G.R., Elnaggar H.A. Permeability and related principles of coal refuse. Transportation Research Record 1977, 640:49-52.
5. Craig R.F. Soil Mechanics 1998, E&FN Spon. 6th ed.
6. Davidson, D.T., Gardiner, W.F., 1949. Calculation of standard proctor density and optimum moisture content from mechanical analysis, shrinkage factors, and plasticity index. In: Proceedings of the HRB 29, pp. 447-481.
7. Garcia-Bengochea I., Lovell C.W., Altschaeffl A.G. Pore distribution and permeability of silty gays. Journal of Geotechnical Engineering Division, ASCE 1979, 105(GT7):839-855.
8. Giustolisi O., Savic D.A. A symbolic data-driven technique based on evolutionary polynomial regression. Journal of Hydroinformatics, IWA-IAHR Publishing, UK 2006, 8(3):207-222.
9. Gupta S.C., Larson W.E.I.I. A model for predicting packing density of soils using particles-size of distribution. Soil Science Society of America Journal 1979, 43(4):758-764.
10. Hauser V.L. Seepage control by particle size selection. Transactions of the ASAE 1978, 21(4):691-695.
11. Hazen A. Discussion of dams on sand foundations. Transactions of the ASCE 1911, 73:199-203.
12. Horn M.E. Estimating soil permeability rates. Journal of the Irrigation and Drainage Division, ASCE 1971, 97(IR2):263-274.
13. Jumikis A.R. Geology and soils of the Newark (N.J.) metropolitan area. Journal of the Soil Mechanics and Foundations Division, ASCE 1946, 93(SM2):71-95.
14. Lambe T.W. Soil Testing for Engineers 1951, John Wiley & Sons Inc., NY.
15. Linveh, M., Ishai, I., 1978. Using indicative properties to predict the density-moisture relationship of soil. Transportation Research Record (60P), pp. 22-28.
16. Michaels A.S., Lin C.S. The permeability of kaolinite. Industrial & Engineering Chemistry Research 1954, 46:1239-1246. (ACS Publications).
17. Mitchell J.K., Hopper D.R., Campanella R.C. Permeability of compacted clay. Journal of the Soil Mechanics and Foundations Division, ASCE 1965, 91(SM4):41-65.
18. Najjar Y.M., Basheer I.A., Naouss W.A. On the identification of compaction characteristics by neuronets. Computers and Geotechnics 1996, 18(3):167-187.
19. Olson R.E. Effective stress theory of soil compaction. Journal of the Soil Mechanics and Foundations Division, ASCE 1963, 89(SM2):27-45.
20. Ramiah, B.K., Viswanath, V., Krishnamurthy, H.V., 1970. Interrelationship of compaction and index properties. In: Proceedings of the Second Southeast Asian Conference on Soil Engineering, Singapore, pp. 577-587.
21. Rezania M., Javadi A.A., Giustolisi O. An evolutionary-based data mining technique for assessment of civil engineering systems. Journal of Engineering Computations 2008, 25(6):500-517.
22. Ring G.W., Sallgerb J.R., Collins W.H. Correlation of compaction and classification test data. HRB Bulletin 1962, 325:55-75.
23. Rowan H.W., Graham W.W. Proper compaction eliminates curing period in construction fills. Civil Engineering 1948, 18:450-451.
24. Sinha S.K., Wang M.C. Artificial neural network prediction models for soil compaction and permeability. Geotechnical and Geological Engineering 2008, 26:47-64.
25. Sridharan A., Nagaraj H.B. Plastic limit and compaction characteristics of fine grained soils. Ground Improvement 2005, 9(1):17-22.
26. Taylor D.W. Fundamentals of Soil Mechanics 1948, John Wiley & Sons Inc., NY.
27. Turnbull, J.M., 1948. Computation of the optimum moisture content in the moisture-density relationship of soils. In: Proceedings of the Second International Conference on Soil Mechanics and Foundation Engineering, Rotterdam, Holland, IV, pp. 256-262.
28. Venkatarama B.V., Gupta A. Influence of sand grading on the characteristics of mortars and soil-cement block masonry. Construction and Building Materials 2008, 22:1614-1623.
29. Wang M.C., Huang C.C. Soil compaction and permeability prediction models. Journal of Environmental Engineering, ASCE 1984, 110(6):1063-1083.
30. Zunker F. Das Verhalten des Bodens Zum Wasser. Handbuch der Bodenlehre 1930, 6:66-220.