References
- [1] SECO, A. - RAMÍREZ, F. - MIQUELEIZ, L. - GARCÍA, B.: Stabilization of expansive soils for use in construction. Applied Clay Science, Vol. 51, 2011, pp. 348-352.10.1016/j.clay.2010.12.027
- [2] BUHLER, R. L. - CERATO, A. B.: Stabilization of Oklahoma expansive soils using lime and class c fly ash. ASCE Geotechnical Special Publication, Vol. 162, 2007, pp. 1-10.10.1061/40906(225)1
- [3] GILLOTT, J. E. – PENNER, E. – EDEN, W. J.: Microstructure of Billings shale and biochemical alteration products. Ottawa Ontario, Vol. 3, No. 11, 1974, pp. 482-489.10.1139/t74-054
- [4] CALDWELL, J. A. – SMITH, A. – WAGNER, J.: Heave of coal shale fill. Canadian Geotechnical Journal, Vol. 21, 1984, pp. 379-383.10.1139/t84-039
- [5] SAKR, M. A. – SHAHIN, M. A. – METWALLY, Y. M.: Utilization of lime for stabilization soft clay soil of high organic content. Geotechnical and Geological Engineering, Vol. 27, 2009, pp. 105-113.10.1007/s10706-008-9215-2
- [6] ANU, K. - GURUNG, D. - YADAV, R. - LOLLEN, L - BHUTIA, N. P.: Stabilization of soft clay soil using Fly ash and Limestone dust. International Journal of Scientific and Engineering Research, Vol. 7, No. 5, 2016, pp. 18-22.
- [7] AL-SWAIDANI, A. - HAMMOUD, I. - MEZIAB, A.: Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil. Journal of Rock Mechanics and Geotechnical Engineering, Vol.8, 2016, pp. 714-725.10.1016/j.jrmge.2016.04.002
- [8] ROGERS, C. – GLENDINNING, S.: Modification of clay soils using lime. Proceedings of the seminar at Loughborough University, UK, 1996, pp. 99-114.
- [9] BELL, F. G.: Lime stabilization of clay minerals and soils. Engineering Geology Journal, Vol. 42, No. 4, 1996, pp. 223-237.10.1016/0013-7952(96)00028-2
- [10] THOMPSON, M. R.: Split-tensile strength of lime-stabilized soils. Highway Research Record, Vol. 92, 1965, pp. 69–82.
- [11] KASSIM, K. A. – CHERN, K. K.: Lime stabilized Malaysian cohesive soils. Journal Kejuruteraan Awan, Vol. 16, 2014, pp. 13-23.
- [12] RAO, S. M. – SHIVANANDA, P.: Compressibility behavior of lime-stabilized clay. Geotechnical and Geological Engineering, Vol. 23, 2005, pp. 309-319.10.1007/s10706-004-1608-2
- [13] CALIK, U. – EROL, S.: Classification, shear strength, and durability of expansive clayey soil stabilized with lime and perlite. Natural Hazards, Vol. 7, No. 3, 2014, pp. 1289–1303.10.1007/s11069-013-0950-1
- [14] CONSOLI, N. C - PRIETTO, P. D. M - DA SILVA LOPES, L – WINTER, D.: Control factors for the long term compressive strength of lime treated sandy clay soil. Transportation Geotechnics, Vol. 1, No. 3, 2014, pp. 129–136.10.1016/j.trgeo.2014.07.005
- [15] GHOBADI, M. H. – ABDILOR, Y - BABAZADEH, R.: Stabilization of clay soils using lime and effect of pH variations on shear strength parameters. Bulletin of Engineering Geology and the Environment, Vol. 73, No. 2, 2014, pp. 611–619.10.1007/s10064-013-0563-7
- [16] NEGAWO, W. J. - DI EMIDIO, G. – BEZUIJEN, A. - VERASTEGUI FLORES, R. D. – FRANCOIS, B.: Lime stabilisation of high plasticity swelling clay from Ethiopia. European Journal of Environmental and Civil Engineering, Vol. 23, No. 4, 2017, pp. 504-514.10.1080/19648189.2017.1304272
- [17] BASMA, A. A. – TUNCER, E. R.: Effect of lime on volume change and compressibility of expansive clays, Transportation Research Record, Vol. 1296, 1991, pp. 54-61.
- [18] KHALID, N. - ARSHAD, M. - MUKRI. - MAZIDAH. - KAMARUDIN. - FAIZAH. - GHANI, A.: The California bearing ratio (CBR) value for banting soft soil subgrade stabilized using lime-pofa mixtures. Electronic Journal of Geotechnical Engineering, Vol. 19, 2014, pp. 155-163.10.1007/978-981-4585-02-6_43
- [19] SAEED, K, A.: The Strength Behaviour of Lime Stabilized Organic Clay Soil Modified by Catalyst Additives. Journal of Babylon University/Engineering Sciences, Vol. 24, 2016, pp. 201-1064
- [20] ASTM D7928-17.: Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis. ASTM International, West Conshohocken, PA, USA, 2017.
- [21] SEARLE, M. P. - TRELOAR, P. J.: Was Late Cretaceous–Paleoceneobduction of ophiolite complexes the primary cause of crustal thickening and regional metamorphism in the Pakistan Himalaya. Geological Society, London, Special Publications, Vol. 338, 2010, pp. 345-359.10.1144/SP338.16
- [22] ASTM D7012-14e1.: Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures. ASTM International, West Conshohocken, PA, USA, 2014.
- [23] ASTM D6473-15.: Standard Test Method for Specific Gravity and Absorption of Rock for Erosion Control. ASTM International, West Conshohocken, PA, USA, 2015.
- [24] ARIF, M. - ISLAM, I. - RIZWAN, M.: Petrography and physico-mechanical properties of the granitic rocks from Kumrat valley, Kohistan Batholith, NW Pakistan. AshEse Journal of Physical Science, Vol. 1, No. 1, 2015, pp. 1-8.10.1155/2013/349381
- [25] NAWAZ, A. - IMRAN, M. - SHAH, D. S.: Petrography and Physico-mechanical properties of Rhyolites from Gohati area of Swabi NW Pakistan. Unpublished thesis, Peshawar University, 2013, p73.
- [26] BS 1924: Stabilized materials for civil engineering purposes. London, UK: British Standards Institute; 1990.
- [27] GEREMEW, A. - MAMUYE, Y.: Improving the Properties of Clay Soil by Using Laterite Soil for Production of Bricks. Civil and Environmental Engineering, Vol. 15. No. 2, 2019, pp. 134-141.10.2478/cee-2019-0017
- [28] SKEMPTON, A. W.: A possible relationship between true cohesion and the mineralogy of clays. Proceedings of the second International Conference, Rotterdam, Vol. 7, 1948, pp. 45-46.
- [29] ASTM D4318.: Standard test methods for liquid limit, plastic limit and plasticity index of soils. ASTM International, West Conshohocken, PA, USA, 2000.
- [30] ASTM D698.: Standard test method for laboratory compaction characteristics of soil using standard effort. ASTM International, West Conshohocken, PA, USA, 2000.
- [31] ASTM D1883.: Standard test method for CBR (California bearing ratio) of laboratory compacted soils. ASTM International, West Conshohocken, PA, USA, 1999.
- [32] ASTM D2166-06.: Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. ASTM International, West Conshohocken, PA, USA, 2006.
- [33] RAO, S. M.: Identification and classification of expansive soils. Recent advances in characterization and treatment, Taylor and Francis Group, 2006, pp.15-24.10.1201/9780203968079.ch2
- [34] HARICHANE, K. – GHRICI, M. – KENAI, S – GRINE, K.: Use of natural pozzolana and lime for stabilization of cohesive soils. Geotechnical and Geological Engineering, Vol. 29, No. 5, 2011, pp. 759-769.10.1007/s10706-011-9415-z
- [35] RAJARAMAN, J. - THIRUVENKATASAMY, K.: The Dependence of Coaxial and Non-Coaxial Components of Shear Strength of Clays on Activity and Environment in Lowlands. International Conference on Environment Science and Engineering, Singapore, Vol. 3, 2012, pp. 73-78.
- [36] MANASSEH, J. – OLUFEMI, A.: Effect of lime on some geotechnical properties of Igumale shale. Electronic Journal of Geotechnical Engineering, Vol. 13, No. 5, 2008, pp. 1-9.