Abstract
Contact metamorphism and metasomatism are imposed on granitic rocks by late intrusions. This study shows the consequences of this phenomenon on the pedogenesis of granitic rocks and on the geotechnical properties of granitic residual soils. This study comprises two saprolitic soils formed from the same granitic body in a site located in the Southern Brazil Coast. A biotite-rich residual soil (BR soil) was formed in the vicinity of a dyke that crosses the study area and concentrates a history of landslides. The second soil, a red saprolitic residual soil (RR soil), was formed far from the intruded fault. Chemical, physical, and mineralogical characterizations were carried out to describe the materials and the changes imposed by their alteration. Effects of alteration on the soil’s behavior were assessed in terms of hydraulic conductivity, one-dimensional compressibility, and shear strength. Both soils presented a fragmented structure and cataclastic texture over feldspar matrices. The good drainage conditions induced the development of large amounts of kaolinite. Suction values increase with the alteration level and hydraulic conductivity decreases. Under oedometric loading BR soil is stiffer than RR soil, despite its higher porosity. RR soil has higher shear strength than BR soil, which explains the history of landslides that mobilize this soil.
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References
Aristizabal E, Roser B, Yokota S (2005) Tropical chemical weathering of hillslope deposits and bedrock source in the Aburrá Valley, northern Colombian Andes. Eng Geol 81:389–406. https://doi.org/10.1016/j.enggeo.2005.08.001
ASTM (2007) D 422–63 standard test method for particle-size analysis of soils. ASTM International, West Conshohocken. https://doi.org/10.1520/D0422-63R07E02
ASTM (2010a) D 4318 standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken. https://doi.org/10.1520/D4318-10
ASTM (2010b) D 5298 standard test method for measurement of soil potential (suction) using filter paper. ASTM International, West Conshohocken. https://doi.org/10.1520/D5298-10
ASTM (2010c) D 5084 Measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM International, West Conshohocken. https://doi.org/10.1520/D5084-10
ASTM (2011) D 2435 standard test methods for one-dimensional consolidation properties of soils using incremental loading, ASTM Int. West Conshohocken, PA. https://doi.org/10.1520/D2435_D2435M-11R20
ASTM (2013) D 7015 Standard practices for obtaining intact block (cubical and cylindrical) samples of soils. ASTM International, West Conshohocken. https://doi.org/10.1520/D7015-13
Barrese E, Pellegrino A, Prestininzi A (2006) Weathering of crystalline–metamorphic rocks in the Allaro and Amuza river basin (Serre Massif, Calabria): general aspects and effects of thermal– metamorphic contact belts. Ital J Eng Geol Environ 6(1):51–74. https://doi.org/10.4408/IJEGE.2006-01.O-04
Basei MAS et al (2000) The Dom Feliciano Belt of Brazil and Uruguay and its foreland domain the Rio de la Plata Cratos: framework, tectonic evolution and correlation with similar provinces of Southwestern Africa. In: Milani EJ, Thomaz Filho A, Campos DA (eds) Cordani UG. Tectonic Evolution of South America, Rio de Janeiro, pp 311–334
Bastos CAB, Gehling WYY, Milititsky J (2001) Aplicação de modelos de previsão da resistência ao cisalhamento com relação à sucção para solos residuais de um perfil granítico. In: 4º Simpósio Brasileiro de Solos Não Saturados, v.1, Porto Alegre, 46–62. (In Portuguese)
Bevilaqua FZ (2004) Estudo do comportamento geomecânico de solos residuais de granito de Florianópolis. Dissertation, Universidade Federal de Santa Catarina (In Portuguese)
Bitencourt MF et al. (2008) Estratigrafia do batólito Florianópolis, Cinturão Dom Feliciano, na região de Garopaba-Paulo Lopes, SC. Revista Pesquisas em Geociências 35(1):109–136. https://doi.org/10.22456/1807-9806.17898 (In Portuguese)
Blight GE (2012) Origin and formation of residual soils. In: Blight GE, Leong EC (eds) Mechanics of Residual Soils. CRC Press, London, pp 1–40
Boehl PEG (2011) Algumas observações sobre as propriedades geotécnicas de solos estruturados derivados de granito da Grande Florianópolis. Dissertation, Universidade Federal de Santa Catarina (In Portuguese)
Bogado GO, Reinert HO, Francisca FM (2019) Geotechnical properties of residual soils from the Northeast of Argentina. Int J Geotech Eng 13(2):112–121. https://doi.org/10.1080/19386362.2017.1326682
Branco LP, Gomes AT, Cardoso AS, Pereira CS (2014) Natural variability of shear strength in a granite residual soil from Porto. Geotech Geol Eng 32:911–922. https://doi.org/10.1007/s10706-014-9768-1
Brenner RP, Garga VK, Blight GE (2012) Shear strength behaviour and the measurement of shear strength in residual soils. In: Blight GE, Leong EC (eds) Mechanics of residual soils. CRC Press, London, pp 213–284
BSI (1990) BS 1377–8 British standard methods of test for soils for civil engineering purposes – part 8: Shear strength test (effective stress), London
Chen YL, Wang SR, Ni J, Azzam R, Fernández-Steeger TM (2017) An experimental study of the mechanical properties of granite after high temperature exposure based on mineral characteristics. Eng Geol 220:234–242. https://doi.org/10.1016/j.enggeo.2017.02.010
Cheung CK, Greenway DR, Massey JB (1988) Direct shear testing of a completely decomposed granite. Int Conf Geomech Trop Soils 1:109–118
CPRM (2010) Mapa Geodiversidade do Estado de Santa Catarina 1:500.000. https://rigeo.cprm.gov.br/jspui/handle/doc/14712 (In Portuguese)
Dearman WR, Irfan TY (1978) Classification and index properties of weathered coarse-grained granites from southwest England. In: 3rd Int. Congress IAEG 2:119–130.
Duncan JM, Chang CY (1970) Nonlinear analysis of stress and strain in soils. J Soil Mech Found Div 96(5):1629–1653
Ferreira PMV, Bica AVD (2006) Problems on identification of the effects of structure and critical state in a soil with a transitional behaviour. Géotechnique 56(7):445–454. https://doi.org/10.1680/geot.2006.56.7.445
Fonseca AV et al (2006) Characterization of a profile of residual soil from granite combining geological, geophysical and mechanical testing techniques. Geotech Geol Eng 24:1307–1348
Fookes PG (1997) Tropical residual soils. The Geological Society, London
Fredlund DG, Xing A (1994) Equations for the soil–water characteristic curve. Can Geotech J 31(4):521–532. https://doi.org/10.1139/t94-061
Godoi CS et al (2013) Comparação de parâmetros de resistência ao cisalhamento obtidos através de retro análises e ensaios laboratoriais – estudo de caso: km 25, BR-282, Santo Amaro da Imperatriz-SC. In.: COBRAE 2013, Angra dos Reis, pp. 249–254 (In Portuguese)
Heidemann M (2015) Estudo dos solos de uma encosta instável em São José - SC: intemperismo e comportamento geotécnico. Federal University of Rio Grande do Sul, Thesis (In Portuguese)
Higashi RAR (2006) Metodologia de uso e ocupação dos solos de cidades costeiras brasileiras através de SIG com base no comportamento geotécnico e ambiental. Universidade Federal de Santa Catarina (In Portuguese), Thesis
Hossain MA, Yin JH (2010) Behavior of a compacted completely decomposed granite soil from suction controlled direct shear tests. J Geotech Geoenviron Eng 136(1):189–198. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000189
Huat BB, Toll DG, Prasad A (2012) Handbook of tropical residual soils engineering. CRC Press, New York
Southern Asia (Irfan TY (1988) Fabric variability and index testing of a granitic saprolite. Int Conf Geomech Trop Soils 1:25–35
Irfan TY (1994) Mineralogy and fabric characterization and classification of weathered granitic rocks in Hong Kong. GEO Report nº41, Hong Kong
Irfan TY (1998) Structurally controlled landslides in saprolitic soils in Hong Kong. Geotech Gdecomposed granite soil in Koreaeol Eng 16:215–238. https://doi.org/10.1023/A:1008805827178
Jeong J, Kang B, Lee K, Yang J (2000) Shear strength properties of decomposed granite soil in Korea. Eighth International Conference on Computing in Civil and Building Engineering 1466–1473. https://doi.org/10.1061/40513(279)191
Junaideen SM et al (2010) Behaviour of recompacted residual soils in a constant shear stress path. Can Geotech J 47:648–661. https://doi.org/10.1139/T09-129
Kim YT, Lee JS (2013) Slope stability characteristic of unsaturated weathered granite soil in Korea considering antecedent rainfall. In: Geo-Congress 2013, ASCE. 394–401. https://doi.org/10.1061/9780784412787.039
La Rochelle P, Leroueil S et al (1988) Observational approach to membrane and area corrections in triaxial tests. In: Donaghe RT, Chaney R, Silver ML (eds) Advanced Triaxial Testing of Soil and Rock, ASTM International, West Conshohocken. https://doi.org/10.1520/STP29110S
Lee IK, Coop MR (1995) The intrinsic behaviour of a decomposed granite soil. Géotechnique 45(1):117–130
Leroueil S, Vaughan PR (1990) The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40(3):467–488
Little AL (1969) The engineering classification of residual tropical soils. In: Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico, 1–10
Mofiz SA, Taba MR, Bari MN (2004) Triaxial tests and model performance of stress-strains for decomposed granite. In: GeoTrans 2004, ASCE, 1795–1804. https://doi.org/10.1061/40744(154)173
Nesbitt HW, Young GM (1989) Formation and diagenesis of weathering profiles. J Geol 97:129–147
Ng CWW, Fung WT, Cheuk CY, Zhang L (2004) Influence of stress ratio and stress path on behavior of loose decomposed granite. J Geotech Geoenviron Eng 130(1):36–44. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:1(36)
Ng CW, Guan P, Shang YJ (2001) Weathering mechanisms and indices of the igneous rocks of Hong Kong. Q J Eng Geol Hydrogeol 34(2):133–151. https://doi.org/10.1144/qjegh.34.2.133
Novais-Ferreira H, Fonseca AV (1988) Engineering properties of a saprolitic soil from granite. In: Int. Conf Geomech Trop Soils 1:181–188
Parker A (1970) An index of weathering for silicate rocks. Geol Mag 103:501–504
Pellegrino A, Presininzi A (2007) Impact of weathering on the geomechanical properties of rocks along thermal–metamorphic contact belts and morpho-evolutionary processes: The deep-seated gravitational slope deformations of Mt. Granieri-Salincriti (Calabria– Italy). Geomorphology 87:176–195. https://doi.org/10.1016/j.geomorph.2006.03.032
Philipp RP, Pimentel MM, Chemale F Jr (2016) Tectonic evolution of the Dom Feliciano Belt in Southern Brazil: geological relationships and U-Pb geochronology. Braz J Geol 46(1):83–104. https://doi.org/10.1590/2317-4889201620150016
Pineda JA, Colmenares JE, Hoyos LR (2014) Effect of fabric and weathering intensity on dynamic properties of residual and saprolitic soils via resonant column testing. ASTM 37(5):800–816. https://doi.org/10.1520/GTJ20120132
Price JR, Velbel MA (2003) Chemical weathering indices applied to weathering profiles developed on heterogeneous felsic metamorphic parent rocks. Chem Geol 202(3–4):397–416. https://doi.org/10.1016/j.chemgeo.2002.11.001
Radwan AM (1988) Properties of granitic soil in Aswan, Egypt. Int Conf Geomech Trop Soils 1:203–209
Rahardjo H et al (2004) Characteristics of residual soils in Singapore as formed by weathering. Eng Geol 73(1–2):157–169. https://doi.org/10.1016/j.enggeo.2004.01.002
Rahardjo H et al (2012) Variability of residual soil properties. Eng Geol 141–142:124–140. https://doi.org/10.1016/j.enggeo.2012.05.009
Raimundo HA, Santos GT, Davison Dias R (2002) Aspectos geotécnicos do contato granito/diabásio associados à instabilidade de encostas em Florianópolis – SC. In: III Simpósio de Prática de Engenharia Geotécnica da Região Sul, Editora Palloti, Porto Alegre, 251–263. (In Portuguese)
Rocchi I, Coop MR (2015) The effects of weathering on the physical and mechanical properties of a granitic saprolite. Géotechnique 65(6):482–493. https://doi.org/10.1680/geot.14.P.177
Rodrigues CMG, Lemos LJL (2006) Comportamento tensão-deformação-resistência de solos de um saprólito granítico. In.: Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica, ABMS, Curitiba. (In Portuguese)
Roscoe KH, Schofield AN, Wroth CP (1958) On the yielding of soils. Géotechnique 8(1):22–53. https://doi.org/10.1680/geot.1958.8.1.22
Salih AG (2012) Review on granitic residual soils geotechnical properties. Electron J Geotech Eng 2012T:2645–2658
Saunders MK, Fookes PG (1970) A review of the relationship of rock weathering and climate and its significance to foundation engineering. Eng Geol 4(4):289–325. https://doi.org/10.1016/0013-7952(70)90021-9
Silveira GC (1993) Características geomecânicas dos solos residuais e coluvionares do escorregamento na Estrada do Soberbo, Alto da Boa Vista, RJ. Dissertation, Universidade Federal do Rio de Janeiro. (In Portuguese)
Streckeisen AL (1976) To each plutonic rock its proper name. Earth Sci 12(1):1–33. https://doi.org/10.1016/0012-8252(76)90052-0
Vázquez P, Shushakova V, Heras MG (2015) Influence of mineralogy on granite decay induced by temperature increase: experimental observations and stress simulation. Eng Geol 189:58–67. https://doi.org/10.1016/j.enggeo.2015.01.026
Wang YH, Yan WM (2006) Laboratory studies of two common saprolitic soils in Hong Kong. J Geotech Geoenviron Eng 132(7):923–930. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:7(923)
Wesley LD (1990) Influence of structure and composition on residual soils. J Geotech Eng 116(4):589–603. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:4(589)
Wesley LD (2010) Geotechnical engineering in residual soils. Wiley, New Jersey, p 249p
Yan WM, Li XS (2012) Mechanical response of a medium-fine-grained decomposed granite in Hong Kong. Eng Geol 129–130:1–8. https://doi.org/10.1016/j.enggeo.2011.12.013
Yang R, Huang J, Griffiths DV, Li J, Sheng D (2019) Importance of soil property sampling location in slope stability assessment. Can Geotech J 56(3):335–346. https://doi.org/10.1139/cgj-2018-0060
Zhang XW, Kong LW, Yin S, Chen C (2017) Engineering geology of basaltic residual soil in Leiqiong, Southern China. Eng Geol 220:196–207. https://doi.org/10.1016/j.enggeo.2017.02.002
Zhu H, Zhang LM, Xiao T (2019) Evaluating stability of anisotropically deposited soil slopes. Can Geotech J 56(5):753–760. https://doi.org/10.1139/cgj-2018-0210
Acknowledgements
The authors would like to thank the São José Municipality Civil Defense, UFRGS, and CAPES.
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The National Council for Scientific and Technological Development (CNPq) provided research grant (476360/2012–9).
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Highlights
• Both soils presented fragmented structure and cataclastic texture.
• The soil formed near to the fault is more altered, porous, and plastic but less permeable.
• Under 1-D loading the structure of RR soil yields at lower stress than BR soil.
• BR soil has lower peak friction angle than most residual soils from granitic rocks.
• The hyperbolic model can predict the triaxial stress-strain behavior for both soils.
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Heidemann, M., Bressani, L.A. & Flores, J.A. Influence of faults on alteration, mineralogy, and geotechnical behavior of granitic residual soils. Bull Eng Geol Environ 80, 7051–7068 (2021). https://doi.org/10.1007/s10064-021-02351-x
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DOI: https://doi.org/10.1007/s10064-021-02351-x