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- [1] Behavior of short CFA piles in an overconsolidated clay based on static and dynamic load tests APPLICATION OF STRESS-WAVE THEORY TO PILES: QUALITY ASSURANCE ON LAND AND OFFSHORE PILING, 2000, : 707 - 714
- [2] Case study of a landslide in heavily overconsolidated lacustrine clay LANDSLIDES-BK, 1996, : 707 - 714
- [4] NONLINEAR-ANALYSIS OF LATERALLY LOADED PILES IN HEAVILY OVERCONSOLIDATED CLAYS GEOTECHNIQUE, 1986, 36 (04): : 527 - 538
- [5] Hydraulic conductivity of heavily overconsolidated reconstituted Cretaceous clay shale Canadian Geotechnical Conference, 1993,
- [6] CPTU dissipation behavior of overconsolidated clay Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT, 2005, : 717 - 719
- [9] SOME PROPERTIES OF HEAVILY OVERCONSOLIDATED OXFORD CLAY AT A SITE NEAR BEDFORD GEOTECHNIQUE, 1972, 22 (03): : 485 - &
- [10] ON THE OVERCONSOLIDATED BEHAVIOR OF LIME TREATED SOFT CLAY PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 2, 1989, : 1335 - 1338