中国港湾建设
中國港灣建設
중국항만건설
CHINA HARBOUR ENGINEERING
2015年
4期
48-51
,共4页
刘凤松%陈智军%王福春%郭玉彬%朱胜利
劉鳳鬆%陳智軍%王福春%郭玉彬%硃勝利
류봉송%진지군%왕복춘%곽옥빈%주성리
强夯%黏土夹层%标贯击数
彊夯%黏土夾層%標貫擊數
강항%점토협층%표관격수
dynamic compaction%clay interlayer%standard penetration number
结合含软弱黏土夹层砂土地基强夯加固工程,对夯后地基进行标准贯入试验检验,得出软弱黏土夹层的存在对夹层上部1m范围内砂层标贯击数将产生不利影响,在相似地基强夯加固工程中应引起足够重视。
結閤含軟弱黏土夾層砂土地基彊夯加固工程,對夯後地基進行標準貫入試驗檢驗,得齣軟弱黏土夾層的存在對夾層上部1m範圍內砂層標貫擊數將產生不利影響,在相似地基彊夯加固工程中應引起足夠重視。
결합함연약점토협층사토지기강항가고공정,대항후지기진행표준관입시험검험,득출연약점토협층적존재대협층상부1m범위내사층표관격수장산생불리영향,재상사지기강항가고공정중응인기족구중시。
Combined with soft clay interlayer sand dynamic compaction consolidation engineering, we carried standard penetra-tion test of the foundation after dynamic compaction test. It is concluded that the existence of the soft clay interlayer in upper in-terlayer 1 m sand standard penetration number can produce adverse effect. It should cause enough attention to the similar foun-dation consolidation engineering.