Abstract
The shear strength of cohesionless soil is reduced as the water pressure inside the pores of the soil mass increases. The mathematical relationship between the shear strength and the pore water pressure was derived using Mohr–Coulomb failure criteria as a function of the confining pressure and the effective angle of friction. Experimentally, a series of consolidated drained triaxial tests with back pore water pressure was run on samples of saturated uniform dense sand. The tests were conducted at different confining pressures in the range of 100–400 kPa with an increment of 100 kPa. At each level of confining pressure, the tests were repeated at different values of back pore water pressure in the range of 0–100 kPa with an increment of 25 kPa. For each test, the initial applied back pore water pressure was kept constant during the test for comparing the results at the same effective confining pressure. This study concludes that the mathematical relationship gives accurate results at any level of confining pressure and/or pore water pressure as a function of the effective angle of friction that can be evaluated using single consolidated drained triaxial test at zero back pore water pressure.
Abstract
تتناقص قيمة مقاومة القص للتربة غير المتماسكة نتيجة زيادة ضغط الماء داخل المسامات في كتلة التربة. وتم اشتقاق العلاقة الرياضية بين قوة القص وضغط الماء المسامي باستخدام معايير الانهيار لموروكولمب (Mohr–Coulomb) كدالة في ضغط الحصر وزاوية الاحتكاك الفعالة. أما تجريبياً, فقد تم إجراء سلسلة من التجارب ثلاثية المحاور المصرفة والمدمجة تحت تأثير ضغط ماء مسامي خلفي على عينات من الرمل الكثيف والمشبع. وأجريت التجارب عند ضغط حصر يتراوح من 100 كيلو باسكال الى 400 كيلو باسكال عند زيادة 100 كيلو باسكال لكل تجربة. وعند كل ضغط حصر محدد، تم تكرار التجربة عند ضغوط ماء مسامي تتراوح من صفر كيلو باسكال الى 100 كيلو باسكال بزيادة قدرها 25 كيلو باسكال لكل تجربة. وقد تم تثبيت ضغط الماء المسامي خلال كل تجربة عند القيمة الأولية له لضمان مقارنة النتائج عند نفس قيمة ضغط الحصر الفعال. ومن هذه الدراسة تبين دقة العلاقة الرياضية في حساب مقاومة القص عند أي مستوى لضغط الحصر و/أو ضغط الماء المسامي كدالة في زاوية الاحتكاك الفعالة التي يمكن تقويمها من إجراء تجربة واحدة ثلاثية المحاور مصرفة ومدمجة عند ضغط ماء مسامي يساوي للصفر.
Similar content being viewed by others
Abbreviations
- c :
-
Soil cohesion
- e :
-
Void ratio
- G s :
-
Specific gravity
- u :
-
Pore water pressure
- ϕ :
-
Angle of internal friction at zero pore water pressure
- \( \phi \prime \) :
-
Effective angle of internal friction
- ϕ t :
-
Total angle of internal friction
- γ d :
-
Dry unit weight
- σ 1 :
-
Major principle stresses
- \( \sigma_1^\prime \) :
-
Effective major principal stress
- σ 3 :
-
Minor principle stresses
- \( \sigma_3^\prime \) :
-
Effective minor principal stress
- σ c :
-
Consolidation pressure
- σ d :
-
Deviator vertical stress
- σ d(max) :
-
Maximum deviator stress
- σ n :
-
Total normal stress
- \( \sigma_{\rm{n}}^\prime \) :
-
Effective normal stress
- Δσ n :
-
Reduction in normal stress
- τ :
-
Shear strength
References
Al-Karni AA (2006) Effect of pore water pressure on stress–strain characteristics of dense sand. Soil and Rock Behavior Modeling, Geotechnical Special Publication No. 150, ASCE, pp 35–41
Bishop AW, Eldin G (1950) Undrained triaxial tests on saturated sands and their significance in the general theory of shear strength. Geotechnique 2(1):13–32
Bishop AW, Henkel DJ (1957) The measurement of soil properties in the triaxial test, 2nd edn. Edward Arnold, London
Bjerrum L, Kringstad S, Kummeneje O (1961) The shear strength of a fine sand. Proceedings of the 5th International Conference of Soil Mechanics, vol 1, Paris, pp 29–37
Casagrande A (1975) Liquefaction and cyclic deformation of sands, a critical review. Proceedings of the Fifth Pan American Conference on Soil Mechanics and Foundation Engineering, Buenos Aires (reprinted as Harvard Soil Mechanics Series, no. 88)
Castro G (1975) Liquefaction and cyclic mobility of saturated sands. J Geotech Eng Div, ASCE 101(GT6):551–569
Chen LS (1948) An investigation of stress–strain and strength characteristics of cohesionless soils by triaxial compression tests. Proceedings of the 2nd International Conference on Soil Mechanics, vol 5, Rotterdam, pp 35–43
Hanzawa H (1980) Undrained strength and stability analysis for a quick sand. Journal of Soils and Foundations 20(2):17–29
Holtz WG, Gibbs HJ (1956) Triaxial shear tests on pervious gravelly soils. Journal of Soil Mechanics and Foundation Division, ASCE 82(SM1):9
Lee KL (1956) Triaxial compressive strength of saturated sands under seismic loading conditions. PhD dissertation, University of California, Berkeley
Lee KL, Seed HB (1967) Drained strength characteristics of sands. Journal of Soil Mechanics and Foundation Division, ASCE 93(SM6):117–141
Mitchell JK (1993) Fundamentals of soil behavior, 2nd edn. Wiley, New York
Oda M (1972) Deformation mechanism of sand in triaxial compression tests. Journal of Soils and Foundations JSSMFE 12(4):45–63
Penman ADM (1953) Shear characteristics of a saturated silt, measured in triaxial compression. Geotechnique 3:312–328
Roscoe KH et al (1958) On the yielding of soils. Geotechnique 8:22–53
Seed HB (1979) Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes. J Geotech Eng Div, ASCE 105(GT2):201–255
Seed HB, Lee KL (1966) Liquefaction of saturated sands during cyclic loading. J Soil Mech Found Div, ASCE 92(SM6):105–134
Seed HB, Lee KL (1967) Undrained strength characteristics of cohesionless soil. J Soil Mech Found Div, ASCE 93(SM6):333–360
Taylor DW (1948) Fundamentals of soil mechanics. Wiley, New York
Terzaghi K, Peck RB (1948) Soil mechanics in engineering practice. Wiley, New York
Thu TM, Rahardjo H, Leong E (2006) Shear strength and pore-water pressure characteristics during constant water content triaxial tests. J Geotech Geoenviron Eng, ASCE 132(3):411–419
Wu TH (1957) Relative density and shear strength of sands. J Soil Mech Found Div, ASCE 83(SM1):23
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Al-Karni, A.A. Evaluation of shear strength of cohesionless soil due to excess pore water pressure. Arab J Geosci 4, 1095–1101 (2011). https://doi.org/10.1007/s12517-009-0112-7
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12517-009-0112-7