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Intrinsic compression behavior of remolded sand–clay mixture
A series of incremental loading oedometer tests was conducted on pure clays and sand–clay mixtures with various sand/clay ratios and clay mineral compositions. The void indexes I v and I vH were introduced to evaluate their intrinsic compressibility. Test results revealed that I v was more suitable for depicting the compression behavior of pure clays than I vH ; whereas, for the compressibility of sand–clay mixtures, the normalized compression line by using I v was obviously different from that of pure clays and traditional soils due to the presence of sand particles. Therefore, a four-phase analysis framework of sand–clay mixtures was introduced to unify the intrinsic compression behavior of soils with and without sands. It was found that the updated clay void index I vc parameter was effective to unify the soil’s compression behavior by excluding the influence of sand particles in clays before the sand skeleton formation. After the formation of the sand skeleton, the cluster particles change the stress distribution of mixtures, leading to less stress being applied on the clay matrix and thus the bifurcation of the intrinsic compression behavior.
Intrinsic compression behavior of remolded sand–clay mixture
A series of incremental loading oedometer tests was conducted on pure clays and sand–clay mixtures with various sand/clay ratios and clay mineral compositions. The void indexes I v and I vH were introduced to evaluate their intrinsic compressibility. Test results revealed that I v was more suitable for depicting the compression behavior of pure clays than I vH ; whereas, for the compressibility of sand–clay mixtures, the normalized compression line by using I v was obviously different from that of pure clays and traditional soils due to the presence of sand particles. Therefore, a four-phase analysis framework of sand–clay mixtures was introduced to unify the intrinsic compression behavior of soils with and without sands. It was found that the updated clay void index I vc parameter was effective to unify the soil’s compression behavior by excluding the influence of sand particles in clays before the sand skeleton formation. After the formation of the sand skeleton, the cluster particles change the stress distribution of mixtures, leading to less stress being applied on the clay matrix and thus the bifurcation of the intrinsic compression behavior.
Intrinsic compression behavior of remolded sand–clay mixture
Wu, Zilong (author) / Chu, Chengfu / Wang, Qiong / Deng, Yongfeng / Chen, Yonggui
2017
Article (Journal)
English
Intrinsic Compression Behavior of Remolded Sand-Clay Mixture
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Intrinsic compression behavior of remolded sand—clay mixture
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