摘要
采用"钢套桩震动—锤击"技术,解决在软土中长期间歇的钢筋混凝土摩擦桩克服桩周土阻力,进行复打,保证了桩基质量。
The 'steel lagged pile vibrating-hamming' technique was adopted to realize redriving of reinforced concrete friction pile with medium to long intermittence in soft soil,and thus the quality of pile foundation was guaranteed.
出处
《水运工程》
北大核心
2003年第11期44-47,57,共5页
Port & Waterway Engineering
关键词
摩擦桩
钢套桩
复打
friction pile
steel lagged pile
redriving
