Proceedings of GeoShanghai 2018 International Conference: Ground Improvement and Geosynthetics by Lin Li Bora Cetin & Xiaoming Yang

Author:Lin Li, Bora Cetin & Xiaoming Yang
Language: eng
Format: epub
Publisher: Springer Singapore, Singapore

CBR Test

CBR tests were conducted for soaked and unsoaked condition for heavy compaction results. CBR tests for untreated soils, soil with varying percentage of Lime and soil with varying percentage of Coir + Lime 4% were conducted for different moist curing period for soaked conditions. For untreated BC soil, CBR values obtained were 24% and 2% for unsoaked and soaked conditions. The results for treated soil samples are given in Tables 5 and 6.Table 5.CBR values of Lime stabilised BC soil for different curing period

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