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- W596186074 abstract "Research performed to identify suitable chemical additives that could either (a) help break down shales during placement or (b) reduce the deterioration caused by slaking during the service life of a compacted shale embankment is described. Many combinations of durability and strength can be expected when dealing with shales to be used in compacted highway embankments. Hard and durable shales can be placed as a soil fill. The hard and nondurable shales are difficult to stabilize by mechanical means, such as increased compactive effort. However, because of their nondurable nature, they often develop excessive settlements during the service life of the embankment and even cause slope failures. The slake-durability test was used to evaluate the change in durability effected by various chemical additives in the slaking fluid as well as lime in the compaction water. The shales were Indiana shales of both the hard and nondurable and soft and nondurable types. Since the primary slaking mechanism varies among midwestern U.S. shales, the salts tht improve durability also varied with the material. At concentration levels of 0.1 N, sodium chloride, calcium sulfate, or ferrous sulfate produced favorable results. The effects of lime on durability also varied by type of shale, percentage admixture, and curing time, but very substantial improvements were effected by adding lime." @default.
- W596186074 created "2016-06-24" @default.
- W596186074 date "1982-04-01" @default.
- W596186074 modified "2023-09-25" @default.
- W596186074 title "Laboratory studies of the stabilization of nondurable shales" @default.
- W596186074 doi "https://doi.org/10.1016/0148-9062(82)91698-9" @default.
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