山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2011年
31期
58-59
,共2页
水泥土桩%复合地基%砂土液化%地基处理
水泥土樁%複閤地基%砂土液化%地基處理
수니토장%복합지기%사토액화%지기처리
cement soil pile%compound foundation%sand soil liquefaction%foundation treatment
从国内外对水泥土桩复合地基的研究现状出发，分析了水泥土桩复合地基的抗液化机理和设计，结果表明，过去水泥土桩复合地基的设计缺少论证和检验，通过砂土的振动台模型箱试验，研究了水泥土桩复合地基的抗液化效果，并提出了一些问题。
從國內外對水泥土樁複閤地基的研究現狀齣髮，分析瞭水泥土樁複閤地基的抗液化機理和設計，結果錶明，過去水泥土樁複閤地基的設計缺少論證和檢驗，通過砂土的振動檯模型箱試驗，研究瞭水泥土樁複閤地基的抗液化效果，併提齣瞭一些問題。
종국내외대수니토장복합지기적연구현상출발，분석료수니토장복합지기적항액화궤리화설계，결과표명，과거수니토장복합지기적설계결소론증화검험，통과사토적진동태모형상시험，연구료수니토장복합지기적항액화효과，병제출료일사문제。
Starting from the research status of composite foundation with cement soil pile at home and abroad, the paper analyzes the anti-liquefaction mechanism and design of composite foundation with cement soil pile. Results show that the design of composite foundation with cement soil pile is lack of argumentation and inspection in the past. Through testing the vibration platform model box of sand soil, it studies the anti-liquefaction of composite foundation with cement soil pile, and proposes some issues as well.
