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Pressured Grouting Method (PGM) in Pile Engineering
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作者 吴兴序 于志强 王旭 《Journal of Southwest Jiaotong University(English Edition)》 2002年第2期194-201,共8页
Application of pressured grouting method (PGM) in pile engineering can tackle problems encountered during construction of bored piles. Bearing capacity of piles can be increased through compaction of subsoils around p... Application of pressured grouting method (PGM) in pile engineering can tackle problems encountered during construction of bored piles. Bearing capacity of piles can be increased through compaction of subsoils around piles. This paper reports research efforts of this technique by the pile research team in Southwest Jiaotong University in last decade with respect to the construction process, test findings, and primary research conclusions. The social-economical benefits of this method and application market in pile engineering are also analyzed. 展开更多
关键词 pressured grouting method pile foundation RESEARCH
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