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By Wai-Fah Chen, Shouji Toma

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8 Schemati (c) Honeycomb structure (e) Dispersed structur e (face t o face contact) ) Undisturbed fresh wate r deposit c diagram s o f variou s type s o f structure s (Lambe , 1 958a) honeycomb structure , the particles wil l have face-to-fac e contac t a s show n i n Fig. 8(e). Natural clay sediment s wil l hav e mor e o r les s flocculate d particl e orientations . Marine clay s generall y have a mor e ope n structur e than fresh wate r clays. Figs. 8(f ) an d (g ) sho w th e schemati c view s of sal t wate r an d fres h wate r deposits .

2. Wel l graded . 3. Ga p graded . Uniformly grade d soil s ar e represente d b y nearl y vertica l line s a s show n b y curv e C 2 in Fig. 7. Suc h soil s possess particle s o f almost the same diameter. A well graded soil , represente d by curve C p possesses a wide range of particle sizes ranging from grave l to clay size particles. A gap graded soil, as shown by curve C3 has some of the sizes of particles missing. On this curve the soil particles falling within the range of XY are missing.

4 . 8 TH E HYDROMETE R METHO D O F ANALYSIS The hydromete r metho d wa s originall y propose d i n 192 6 b y Prof . Bouyouco s o f Michiga n Agricultural College , an d late r modifie d b y Casagrand e (1931) . Thi s metho d depend s upo n variations in the densit y of a soi l suspensio n contained in a 100 0 mL graduate d cylinder . The density o f th e suspensio n is measure d wit h a hydrometer at determine d tim e intervals ; then th e coarsest diamete r of particle s i n suspensio n at a given time and th e percentag e of particle s fine r than tha t coarsest (suspended ) diameter are computed.

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