Optimization Analysis of Settlement Parameters for Postgrouting Piles in Loess Area of Shaanxi, China

Figure 2

Indoor and field tests. (a) Moisture content test. (b) Compression test. (c) Direct shear test. (d) Unconfined compressive strength test. (e) Static cone penetration test.

(a)

(b)

(c)

(d)

(e)