Empirical modeling of the compaction curve of cohesive soils

Canadian Geotechnical Journal - Tập 38 Số 1 - Trang 29-45 - 2001
Imad A. Basheer

Tóm tắt

Compaction curves (or density–moisture relationships) of cohesive soils are essential components for establishing practical and reliable criteria for effective control of field compaction. In this paper, modules built from empirical models for simulating the compaction curves of cohesive soils based on easily measured basic soil properties and compaction energy were developed using both statistical regression and artificial neural networks (ANNs) techniques. A large number of compaction curves pertaining to a wide variety of fine-grained soils were collected and used in modeling. The developed modules were able to predict compaction curves of soils with good accuracy, with the ANN-based module outperforming the statistical-based analog. The compaction modules were utilized to inquire about the compactibility behavior of fine-grained soils in relation to their properties and the compaction energy used. Besides their use as independent compaction curve predictors, the compaction modules can be used as supplementary units in numerical models for solving geotechnical engineering problems and as tools useful in preliminary design phases and feasibility studies.Key words: cohesive soils, compaction curve, modeling, neural networks, regression.

Từ khóa


Tài liệu tham khảo

Basheer I.A., 2000, Computer-Aided Civil and Infrastructure Engineering, 15, 440, 10.1111/0885-9507.00206

Basheer I.A., 2000, Journal of Microbiological Methods, 43, 3, 10.1016/S0167-7012(00)00201-3

Basheer I.A., 1995, The Netherlands, 5, 435

Blotz L.R., 1998, Journal of Geotechnical Engineering, ASCE, 124, 907, 10.1061/(ASCE)1090-0241(1998)124:9(907)

Burmister D.M., 1964, Special Technical Publication STP, 377, 47

Daniel D.E., 1990, Journal of Geotechnical Engineering, ASCE, 116, 1811, 10.1061/(ASCE)0733-9410(1990)116:12(1811)

Davidson D.T., 1949, Highway Research Board, Proceedings of the Annual Meeting, 29, 447

Ellis G.W., 1995, Journal of Geotechnical Engineering, ASCE, 121, 429, 10.1061/(ASCE)0733-9410(1995)121:5(429)

Ghaboussi J., 1998, Computers and Geotechnics, 22, 29, 10.1016/S0266-352X(97)00034-7

Goh A.T.C., 1994, Journal of Geotechnical Engineering, ASCE, 120, 1467, 10.1061/(ASCE)0733-9410(1994)120:9(1467)

Howell J.L., 1997, Geotechnical Testing Journal, 20, 443, 10.1520/GTJ10411J

Joslin J.C., 1959, Special Technical Publication STP, 239, 111

Korfiatis G.P., 1982, Journal of Geotechnical Engineering, ASCE, 108, 1171

Lee W., 1997, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123, 131, 10.1061/(ASCE)1090-0241(1997)123:2(131)

Li H., 2000, Special Technical Publication STP, 1384, 113

Li D., 1994, Journal of Geotechnical Engineering, ASCE, 120, 939, 10.1061/(ASCE)0733-9410(1994)120:6(939)

Livneh M., 1978, Transportation Research Record, 690, 22

Mohammad L.N., 1995, Transportation Research Record, 1504, 87

Nagaraj T.S., 1992, Calcutta, 1, 441

Najjar Y.M., 1996, Journal of Geotechnical and Geological Engineering, 14, 193, 10.1007/BF00452947

Najjar Y.M., 1996, Computers and Geotechnics, 18, 167, 10.1016/0266-352X(95)00030-E

Othman M.A., 1994, Transportation Research Record, 1462, 29

Penumadu D., 1999, Computers and Geotechnics, 24, 207, 10.1016/S0266-352X(99)00002-6

Ring G.W., 1962, Highway Research Board Bulletin, 325, 577

Seed H.B., 1959, Journal of the Soil Mechanics and Foundations Division, ASCE, 85(SM5), 87, 10.1061/JSFEAQ.0000229

Shi J., 1998, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124, 389, 10.1061/(ASCE)1090-0241(1998)124:5(389)

Tamari S., 1996, Soil Science Society of America Journal, 60, 1732, 10.2136/sssaj1996.03615995006000060018x

Teh C.I., 1997, Journal of Computing in Civil Engineering, ASCE, 11, 129, 10.1061/(ASCE)0887-3801(1997)11:2(129)

Turnbull W.J., 1948, Rotterdam, 4, 256

Wang M.C., 1984, Journal of Environmental Engineering, ASCE, 110, 1063, 10.1061/(ASCE)0733-9372(1984)110:6(1063)