山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
13期
81-83
,共3页
地基处理%湿陷性黄土%灰土挤密桩
地基處理%濕陷性黃土%灰土擠密樁
지기처리%습함성황토%회토제밀장
foundation treatment%collapsible loess%lime-soil compaction pile
以某高层住宅楼地基处理工程为例,介绍了灰土挤密桩处理湿陷性黄土地基的基本原理,并用此原理对本工程进行了设计,设计结果和质量检测表明：消除了其部分湿陷量,形成的复合地基承载力较高,满足了设计要求。
以某高層住宅樓地基處理工程為例,介紹瞭灰土擠密樁處理濕陷性黃土地基的基本原理,併用此原理對本工程進行瞭設計,設計結果和質量檢測錶明：消除瞭其部分濕陷量,形成的複閤地基承載力較高,滿足瞭設計要求。
이모고층주택루지기처리공정위례,개소료회토제밀장처리습함성황토지기적기본원리,병용차원리대본공정진행료설계,설계결과화질량검측표명：소제료기부분습함량,형성적복합지기승재력교고,만족료설계요구。
Taking the foundation treatment project of some high-rise building as the example,the paper introduces the basic principle for the treatment of collapsible loess foundation by the lime-soil compaction pile,designs the project based on the principle,and proves by the design results and the quality detention that the partial collapse settlement can be eliminated,the bearing loading capacity of the composite foundation can be formed and the design requirements be met.
