Study on the Factors Affecting the Quality of Trench Cutting Remixing Deep Wall in Qingdao Area

Figure 8

Curve of unconfined compressive strength with cement soil ratio. (a) Moisture content 28%. (b) Moisture content 33%. (c) Moisture content 385. (d) Moisture content 43%. (e) Moisture content 48%.

(a)

(b)

(c)

(d)

(e)