nach oben

Geotechnical and Geological Engineering

Erschienen in:

01.10.2013 | Original Paper

A Method for Derivation of Compression Equation and Value of Degradation Exponent for Structured Soils

verfasst von: M. K. Islam, J. P. Carter, M. S. A. Siddiquee, M. S. Islam

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 5/2013

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

A method to derive a general equation for compression of structured soils is presented. It is shown that the general equation leads to the equation of compression for structured soils as proposed by Liu and Carter (Geotechnique 49(4):43–57, 1999). Using the compression characteristics of the structured and remolded soil, an equation is developed to determine a unique value for the structure degradation exponent term of the Liu-Carter equation. This equation is used to obtain the value of the structure degradation exponent of the Liu-Carter equation from the compression behavior of undisturbed and remolded Mexico City clay. The value of the exponent is used in the Liu-Carter equation to predict the compression behaviour of the clay. Excellent agreement is observed between predictions and experimental data.

Vorheriger Artikel Aspects of Mechanical Behavior and Modeling of a Tropical Unsaturated Soil

Nächster Artikel Some Effects of Shearing Velocity on the Shear Stress-Deformation Behaviour of Hard–Soft Artificial Material Interfaces

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Addis MA, Jones ME (1990) Mechanical behavior and strain rate dependence of high porosity chalk. Proceedings of the International Chalk Synposium, Brighton. Thomas Telford, London, pp 111–116

Amorosi A, Rampello S (1998) The influence of natural soil structure on the mechanical behavior of a stiff clay. In: Evangelista A, Picarelli L (eds) A. A. Balkema, Rotterdam, The geotechnics of hard soils—soft rocks. pp 395–401

Baudet BA, Stallebras SE (2004) A constitutive model for structured clays. Geotechnique 54(4):269–278CrossRef

Burland JB (1990) On the compressibility and shear strength of natural soils. Geotechnique 40(3):329–378CrossRef

Burland JB, Rampello S, Georgiannou VN, Calabresi G (1996) A laboratory study of the strength of four stiff clays. Geotechnique 46(3):491–514CrossRef

Callisto L, Calabresi G (1998) Mechanical behavior of a natural soft clay. Geotechnique 48(4):495–513CrossRef

Callisto L, Gajo A, Muir Wood D (2002) Simulation of true triaxial tests on natural and reconstituted Pisa clay. Geotechnique 52(9):649–666CrossRef

Casagrande A (1932) The structure of clay and its importance in foundation engineering. J Boston Soc Civ Eng 19(4):168–209

Coop MR, Atkinson JH (1993) The mechanics of cemented carbonate sands. Geotechnique 43(1):53–67CrossRef

Cotecchia F, Chandler RJ (1997) The influence of structure on the pre-failure behavior of a natural clay. Geotechnique 47(3):523–544CrossRef

Cotecchia F, Chandler J (2000) A general framework for the mechanical behavior of clays. Geotechnique 50(4):431–447CrossRef

Eliot GM, Brown ET (1985) Yield of a soft, high-porosity rock. Geotechnique 35(4):413–423CrossRef

Fontana P, Lagioia R, Nova R (1998) Subsidence and well-bore stability during the excavation of oil wells. In: Evangelista A, Picarelli L (eds) A. A. Balkema, Rotterdam, The geotechnics of hard soils—soft rocks. pp 519–527

Gens A, Nova R (1993) Conceptual bases for a constitutive model for bonded soils and weak rocks. In: Anagnostopoulos A, Schlosser F, Kalteziotis N, Frank R (eds), A. A. Balkema, Rotterdam, Geotechnical engineering of hard soils—soft rocks, vol 1. pp 485–494

Kavvadas M, Amorosi A (2000) A constitutive model for structured soils. Geotechnique 50(3):263–273CrossRef

Lagioia R, Nova R (1995) An experimental and theoretical study of the behavior of a calcerinite in triaxial compression. Geotechnique 45(4):633–648CrossRef

Leroueil S, Vaughan PR (1990) The general and congruent effects of structure in natural soils and weak rocks. Geotechnique 40(3):467–488CrossRef

Liu MD, Carter JP (1999) Virgin compression of structured soils. Geotechnique 49(4):43–57

Liu MD, Carter JP (2000) Modelling the destructuring of soils during virgin compression. Geotechnique 50(4):479–483CrossRef

Liu MD, Carter JP (2002) A structured Cam Clay model. Can Geotech J 39:1313–1332CrossRef

Locat J, Tremblay H, Leroueil S (1996) Mechanical and hydraulic behavior of a soft inorganic clay treated with lime. Can Geotech J 33(3):654–669CrossRef

Maccarini M (1987) Laboratory investigations on artificial soil. PhD thesis, University of London

Masin D (2007) A hypoplastic constitutive model for clays with metastable structure. Can Geotech J 44(3):363–375CrossRef

Mitchel JK (1976) Fundamentals of soil behavior. Wiley, New York

Muir Wood D (1995) Kinematic hardening model for structured soil. Proceedings of the international symposium on numerical models in geomechanics, Davos, pp 83–88

Murakami Y (1979) Excess pore-water pressure and precompression effect development in normally consolidated clays of some age. Soils Found 19(4):17–29CrossRef

Smith PR, Jardine RJ, Hight DW (1992) The yielding of Bothkennar clay. Geotechnique 42(2):257–274CrossRef

Tavenas F, Leroueil S (1990) Laboratory and in situ stress-strain-time behavior of soft clays. Int Symp Geotech Eng Soft Soils Mexico City 2:1–46

Terzaghi K (1953) Fifty years of subsoil exploration. Proc 3rd Int Conf Soil Mech Found Eng Zurich 1:227–238

Vaughan PR (1985) Mechanical and hydraulic properties of in situ residual soils. Proc First Int Conf Geomech Trop Soils Brasilia 3:231–263

Vaughan PR (1988) Characterizing the mechanical properties of in situ residual soil. Proc Second Int Conf Geomech Trop Soils Singap 2:469–487

Wesley LD (1990) Influence of structure and composition on residual soils. JGED ASCE 116(4):589–603

Titel: A Method for Derivation of Compression Equation and Value of Degradation Exponent for Structured Soils
verfasst von: M. K. Islam
J. P. Carter
M. S. A. Siddiquee
M. S. Islam
Publikationsdatum: 01.10.2013
Verlag: Springer Netherlands
Erschienen in: Geotechnical and Geological Engineering / Ausgabe 5/2013
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-013-9683-x

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Weitere Artikel der Ausgabe 5/2013

Development of a New Index to Assess the Rock Mass Drillability

Prediction of Probabilistic Settlements by the Perturbation-Based Spectral Stochastic Meshless Local Petrov–Galerkin Method

Undrained Shear Strength of Normally Consolidated and Overconsolidated Clays from Pressuremeter Tests: A Case Study

Permeability of Layered Soils: An Extended Study

Numerical Investigation of the Inclined Pullout Behavior of Anchors Embedded in Clay

Evaluation of Lateral Interpretation Criteria for Drilled Shaft Capacity in Gravels