Abstract
Understanding the compression behavior of volcanic ash soils is essential in the assessment of settlements in such materials. A series of one-dimensional and isotropic compression tests were carried out to investigate the primary and secondary compression of a volcanic ash soil from Armenia, Colombia. The primary compression behavior of the tested soil was examined by plotting the compression and the coefficient of volume compressibility versus the effective pressure in arithmetic scale. A yield stress was identified in one-dimensional compression tests; however, the evidence of a yield stress disappeared in isotropic compression tests. Under one-dimensional compression conditions, the secondary compression response of the soil was characterized using the secondary compression index Cαe. Results indicate that the magnitude of the volumetric strain at the end of a secondary compression period increases with the increase in the stress level. Data of values of hydraulic conductivity and coefficient of consolidation as a function of the effective stress are also presented.
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References
ASTM D2435/D2435M-11 (2011) Standard test methods for one-dimensional consolidation properties of soils using incremental loading. ASTM International, West Conshohocken, PA
ASTM D6913/D6913M-17 (2017) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM International, West Conshohocken, PA
ASTM D2487-17e1 (2017) Standard practice for classification of soils for engineering purposes (Unified soil classification system). ASTM International, West Conshohocken, PA
ASTM D4318 (2017) Standard test methods for liquid limit, plastic limit, and plasticity index of soils, ASTM International, West Conshohocken, PA
Augustesen A, Liingaard M, Lade PV (2004) Evaluation of time-dependent behavior of soils. Int J Geomech 4(3):137–156
Boone SJ (2010) A critical reappraisal of ‘preconsolidation pressure’ interpretations using the oedometer test. Can Geotech J 47(3):281–296
Brandes HG, Nakayama DD (2010) Creep, strength and other characteristics of Hawaiian volcanic soils. Géotechnique 60(4):235–245
Chang C, Zoback MD (2009) Viscous creep in room-dried unconsolidated Gulf of Mexico shale (I): experimental results. J Petrol Sci Eng 69(3–4): 239–246
Dobie M (2016) On the preconsolidation pressure: experience based on testing the holocene marine clay of Peninsula Malaysia. Geotech Eng 47(4):97–108
Frost RJ (1967) Importance of correct pretesting preparation of some tropical soils. In: Southeast Asian regional conference on soil engineering, Bangkok, pp 44–53
Herrera MC, Lizcano A, Santamarina JC (2007) Colombian volcanic ash soils. In: Characterization and engineering properties of natural soils, pp 2385–2409
Hürlimann M, Ledesma A, Martí J (2001) Characterisation of a volcanic residual soil and its implications for large landslide phenomena: application to Tenerife, Canary Islands. Eng Geol 59(1–2):115–132
Jacquet D (1990) Sensitivity to remoulding of some volcanic ash soils in New Zealand. Eng Geol 28:1–25
Janbu N (1985) Soil models in offshore engineering. Géotechnique 35(3):241–281
Kitagawa Y (1971) Unit particle of allophane. Am Mineral 56:465–476
Koizumi Y, Ito K (1963) Compressibility of a certain volcanic clay. Soils Found 3(2):37–48
Lade PV (2016) Triaxial testing of soils. Wiley, Chichester
Malagón Castro D, Pulido Roa CE (1991) Génesis y taxonomía de los andisoles. IGAC 3(1):118
Malagón Castro, D., Pulido Roa, C., Llinas Rivera, R.D. Chamorro Bello, C., and Fernández Lamus, J. (1995). “Suelos de Colombia. Instituto Geográfico Agustín Codazzi.” Instituto Geográfico Agustín Codazzi, Santafé de Bogotá (Colombia). Subdirección de Agrología 632
Mesri G (2001) Primary compression and secondary compression. In: Symposium on soil behavior and soft ground construction honoring Charles C. “Chuck” Ladd, American Society of Civil Engineers, Reston, pp 122–166
Mesri G, Castro A (1987) Cα/Cc concept and K0 during secondary compression. J Geotech Eng 113(3):230–247
Mesri G, Choi YK (1985) The uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship. In: Proceedings, 11th international conference on soil mechanics and foundation engineering, Rotterdam, Netherlands: Balkema, pp 578–590
Mesri G, Godlewski P (1977) Time and stress-compressibility interrelationship. J Geotech Geoenviron Eng 103(5):417–430
Mitchell JK, Soga K (2005) Fundamentals of soil behavior, 3rd edn. Wiley, Hoboken
Rao SM (1995) Mechanistic approach to the shear strength behaviour of allophanic soils. Eng Geol 40(3–4):215–221
Rouse WC, Reading AJ, Walsh RPD (1986) Volcanic soil properties in dominica, West Indies. Eng Geol 23(1):1–28
Skempton AW (1954) The pore-pressure coefficients A and B. Géotechnique 4(4):143–147
Wells N, Theng BKG (1985) Factors affecting the flow behavior of soil allophane suspensions under low shear rates. J Colloid Interface Sci 104(2):398–408
Wesley L (2009) Behaviour and geotechnical properties of residual soils and allophane clays. Obras y Proyectos 6:5–10
Wesley LD (1973) Some basic engineering properties of halloysite and allophane clays in Java, Indonesia. Géotechnique 23(4):471–494
Wesley LD (1977) Shear strength properties of halloysite and allophane clays in Java, Indonesia. Geotechnique 27(2):125–135
Wesley LD (2013a) Residual soils and the teaching of soil mechanics. In: 18th international conference on soil mechanics and geotechnical engineering, pp 3479–3482
Wesley LD (2013b) Rethinking aspects of theory and tradition in soil mechanics teaching. In: Pantazidou M, Phillips D (eds) SFGE—2012, shaking the foundations of geo-engineering education, Bryan McCabe. CRC Press, London, pp 83–89
Wesley LD (2019) Genuine and false pre-consolidation and yield pressures. In: E3S web of conferences no. 92, pp 1–6
Wesley LD, Irfan TY (1997) Classification of residual soils. In: Blight GE (ed) Mechanics of residual soils. Balkema, Rotterdam, pp 17–29
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Galvis-Castro, A.C., Colmenares, J.E. & Garcia-Leal, J.C. Primary and Secondary Compression of a Colombian Volcanic Ash Soil. Geotech Geol Eng 40, 1485–1497 (2022). https://doi.org/10.1007/s10706-021-01979-6
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DOI: https://doi.org/10.1007/s10706-021-01979-6