Each SDCM pile was constructed by insertion of prestressed concrete pile immediately after deep cement mixing had completed. ![]() Twenty of the deep mixing piles were utilized as SDCM piles. Each deep mixing pile had a diameter of 0.6 m and length of 7.0 m. ![]() The water:cement ratio (W:C) of the cement slurry and the cement content employed for the construction of deep mixing piles were 1.5 and 150 kg (m 3of soil), respectively. ![]() 2.3, with 2.0-m spacing in a square pattern by jet mixing method employing a jet pressure of 22 MPa. ![]() A total of 27 deep mixing piles were installed down to the bottom of the soft clay layer, as shown in Fig.
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