DEFORMATION CHARACTERISTICS OF IMPROVED GROUND BY SAND COMPACTION PILE METHOD USING IRON AND STEEL SLAG (C3009.pdf)

DEFORMATION CHARACTERISTICS OF IMPROVED GROUND BY SAND COMPACTION PILE METHOD USING IRON AND STEEL SLAG (C3009.pdf) Kinoshita, H. Primary Author mixed material bibliography World Scientific Pub 2011 id Indonesia pp. 494-499 Geotechnical Engineering For Disaster Mitigation And Rehabilitation And Highway Engineering 2011 Geotechnical And Highway Engineering - Practical Applications, Challenges And Opportunities (with Cd-r The Sand Compaction Pile Method (SCP) is a major method to improve soft clay ground. Natural sand is generally used as a filling material of SCP. However, iron and steel slag has been recently applied as a new material because natural sand is difficult to be obtained in Japan. When the slag piles are installed into the soft clay ground, the expected ground deformations are lesser than the case of natural sand piles. In this study, loading tests using hollow cylindrical torsional test apparatus were conducted to investigate the deformation behavior of composite ground consisting of slag and clay. The deformation behavior of these materials is examined by numerical analyses. The shear strength parameters and the resistance of the treated ground under earthquake excitation were examined through the current series of tests. SAND COMPACTION 624.13 Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001) 0000020967 My Library 20273 machine generated