A modified approach to determine over consolidation ration from piezocone penetration tests in soft clays
ZHANG Yaguo1,LI Jingpei2,HU Zhiping1
(1. School of Civil Engineering,Chang?an University,Xi?an,Shaanxi 710061,China;2. Department of Geotechnical
Engineering,Tongji University,Shanghai 200092,China)
Abstract:Determination of over consolidation ration(OCR) from piezocone penetration tests(CPTU) can not only avoid the sample disturbance in laboratories but also provide the continuous profiles of OCR of soil with depth. The penetration of piezocone is taken as the ultimate internal pressure required in expanding a spherical cavity. Assuming the normal and shear stresses on the cone face to be the friction at the cone-soil interface and the ultimate expansion pressure respectively,a modified approach to determine the OCR from CPTU was proposed using the solution of a spherical cavity expansion described with the modified cam clay. Two CPTUs in lightly and heavily over-consolidated clays are selected to verify the general validity of the proposed method. Comparisons between the predicted and measured results show that the presented method is more reliable than the existing approaches because more factors such as the cone roughness and cone penetration rate are taken into account. The presented method is also applied to Lianyungang marine clay for OCR prediction,and the result shows that the layer is consolidated or lightly over consolidated.
[1] ROBERTSON P K,CAMPANELLA R G. Interpretation of cone penetration tests. Part II:Clay[J]. Canadian Geotechnical Journal,1983,20(4):734–745.
[2] YU H S. Cavity expansion methods in geomechanics[M]. Dordrecht:Kluwer Academic,2000:96–97.
[3] MAYNE P W. Stress-strain-strength-flow parameters from enhanced in situ tests[C]// Proceedings of International Conference on In Situ Measurement of Soil Properties and Case Histories. Bali,Indonesia:[s.n.],2001:27–48.
[4] TAVENAS F,LEROUEIL S. Clay behavior and the selection of design parameters[C]// Proceedings of the Seventh International Conference on Soil Mechanics and Foundation Engineering. Brighton:[s.n.],1979:281–291.
[5] WROTH C P. The interpretation of in situ soil tests[J]. Geotechnique,1984,34(4):449–489.
[6] MAYNE P W. CPT indexing of in situ OCR in clays[C]// Proceedings of the ASCE Specialty Conference in Situ 86:Use of In-Situ Tests in Geotechnical Engineering. Blacksburg:Geotechnical Special Publication,1986:780–793.
[7] SULLY J P,ROBERTSON P K,CAMPANELLA R G,et al. An approach to evaluation of field CPTU dissipation data in overconsolidated fine-grained soils[J]. Canadian Geotechnical Journal,1999,36:369–381.
[8] WROTH C P. Penetration testing-A more rigorous approach to interpretation[C]// Penetration Testing. Rotterdam:Balkema,1988:303–311.
[9] LUTENEGGER A,KABIR M. Investigation of piezocone results in overconsolidated clays[C]// Penetration Testing in the U. K. Thomas Telford. London:[s.n.],1988:43–46.
[10] POWELL J J M,QUARTERMAN R S T,LUNNE T. Interpretation and use of the piezocone test in UK clays[C]// In Penetration Testing in the UK,Thomas Telford. London:[s.n.],1988:151–156.
[11] MAYNE P W,HOLTZ R D. Profiling stress history frompiezocone soundings[J]. Soils and Foundation,1988,28(1):16–28.
[12] CAI G J,LIU S Y,TONG L Y,et al. Field evaluation of undrained shear strength from piezocone penetration tests in soft marine clay[J]. Marine Georesources and Geotechnology,2010,28:143–153.
[13] JAMIOLKOWSKI M,LADD C C,GERMAINE J T,et al. New developments in field and laboratory testing of soils[C]// Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation. San Francisco:[s.n.],1985:57–153.
[14] LUNNE T,CHRISTOFFERSEN H P,TJELTA T I. Engineering use of piezocone data in North Sea clays[C]// Proceedings of the Seventh International Conference on Soil Mechanics and Foundation Engineering. San Francisco:[s.n.],1985:907–912.
[15] KONRAD J M,LAW K T. Preconsolidation pressure from piezocone tests in marine clays[J]. Geotechnique,1987,37(2):177–190.
[16] MAYNE P W,KULHAWY F H. Observation on the development of pore-water stresses during piezocone penetration in clays[J]. Canadian Geotechnical Journal,1990,27(4):418–428.
[17] MAYNE P W. Determination of OCR in clays by piezoconetests using cavity expansion and critical state concepts[J]. Soils and Foundations,1991,31(2):65–76.
[18] CHANG M F. Discussion:determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts[J]. Soils and Foundations,1992,32(4):189–190.
[19] CHANG M F,CAO L F,TEH C I. Undrained cavity expansion in modified cam clay II:Application to the interpretation of cone penetration tests[J]. Geotechnique,2001,51(4):331–346.
[20] CAO L F,TEH C I,CHANG M F. Undrained cavityexpansion in modified cam clay I:Theoretical analysis[J]. Geotechnique,2001,51(4):323–334.
[21] ZHANG Y G,LI J P,LIANG F Y,et al. Interpretation of cone resistance and pore-water pressure in clay with a modified spherical cavity expansion solution[J]. Bulletin of Engineering Geology and Environment,2016,75(1):391–399.
[22] TEH C I,HOULSBY G T. An analytical study of the cone penetration test in clay[J]. Geotechnique,1991,41(1):17–34.
[23] LADANYI B,JOHNSTON G H. Behavior of circular footings and plate anchors embedded in permafrost[J]. Canadian Geotechnical Journal,1974,11(4):531–553.
[24] YU H S,MITCHELL J K. Analysis of cone resistance:Review of methods[J]. Journal of Geotechnical and Geoenvironmental Engineering ASCE,1998,124(2):140–149.
[25] LU Q,RANDOLPH M F,HU Y,et al. A numerical study of cone penetration in clay[J]. Geotechnique,2004,54(4):257–267.
[26] MARTIN C M,RANDOLPH M F. Upper-bound analysis of lateral pile capacity in cohesive soil[J]. Geotechnique,2006,56(2):141–145.
[27] RANDOLPH M F,GOURVENEC S. Offshore geotechnical engineering[M]. Abingdon:Spon Press,2011:95–96.
[28] POTYONDY J G. Skin friction between cohesive granular soils and construction material[J]. Geotechnique,1961,11:339–353.
[29] BOZOZUK M. Downdrag measurements on a 160-Ft floating pipe test pile in marine clay[J]. Canadian Geotechnical Journal,1972,9(2):127–136.
[30] VESIC A S. Expansion of cavities in infinite soil masses[J]. Journal of the soil Mechanics and Foundations Division,ASCE,1972,98(3):265–290.
[31] KIM T J,KIM N K,TUMAY M T,et al. Spatial distribution of excess pore-water pressure due to piezocone penetration in overconsolidated clay[J]. Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2007,133(6):674–683.
[32] LADANYI B. Determination of geotechnical parameters of frozen soils by means of the cone penetration test[C]// Proceedings of the Second European Symposium on Penetration Testing. Amsterdam:[s. n.],1982:671–678.
[33] HIGHT D W,BOND A J,LEGGE J D. Characterization of the Bothkennar clay:an overview[J]. Geotechnique,1992,42(2):303–347.
[34] 蔡国军,刘松玉,童立元,等. 基于孔压静力触探(CPTU)测试的连云港海相粘土前期固结压力确定方法研究[J]. 工程地质学报,2007,15(1):83–87.(CAI Guojun,LIU Songyu,TONG Liyuan,et al. Determination of per-consolidation pressure of marine clay in Lianyungang from piezocone penetration test[J]. Journal of Engineering Geology,2007,15(1):83–87.(in Chinese))