河南科学
河南科學
하남과학
HENAN SCIENCE
2013年
4期
468-471
,共4页
无粘性粗粒土%试验路%路堤压实%沉降差检测
無粘性粗粒土%試驗路%路隄壓實%沉降差檢測
무점성조립토%시험로%로제압실%침강차검측
cohesionless coarse grained soil%experimental road%subgrade compaction%settlement difference detection
结合依托工程试验路修建,通过方案设计和现场碾压试验,进行合适施工工艺研究,并通过沉降差检验,初步提出路堤碾压质量控制方法,采取数理统计方法对沉降进行分析,并提出局部补强条件.
結閤依託工程試驗路脩建,通過方案設計和現場碾壓試驗,進行閤適施工工藝研究,併通過沉降差檢驗,初步提齣路隄碾壓質量控製方法,採取數理統計方法對沉降進行分析,併提齣跼部補彊條件.
결합의탁공정시험로수건,통과방안설계화현장년압시험,진행합괄시공공예연구,병통과침강차검험,초보제출로제년압질량공제방법,채취수리통계방법대침강진행분석,병제출국부보강조건.
@@@@Combined with the construction of experimental road in project,through the scheme design and field rolling test,the appropriate construction technology was researched. Through the settlement difference inspection, the authors proposed embankment rolling quality control method. The mathematical statistics method was used to analyze the settlement,and the local filling strong conditions were put forward.
