福建地质
福建地質
복건지질
GEOLOGY OF FUJIAN
2011年
4期
352-356
,共5页
软土路基%施工监测%公路拓宽
軟土路基%施工鑑測%公路拓寬
연토로기%시공감측%공로탁관
soft soil subgrade%construction monitoring%highway widening
福清新厝公路拓宽海堤段海堤内侧采用分级加载进行路基施工填筑软基加例处理，通过3个断面监测数据分析，最大水平位移日变量为2．28mm／d，最大沉降速率为5．97nm/d，各测点的沉降速率和水平位移均在安全控制范围之内。至监测末期最大总沉降量占淤泥层厚度7％，海堤地基固结度76．3％～85．0％，但尚有10．9～15．8mm的工后沉隆量，地基沉降变形将持续一段时间。
福清新厝公路拓寬海隄段海隄內側採用分級加載進行路基施工填築軟基加例處理，通過3箇斷麵鑑測數據分析，最大水平位移日變量為2．28mm／d，最大沉降速率為5．97nm/d，各測點的沉降速率和水平位移均在安全控製範圍之內。至鑑測末期最大總沉降量佔淤泥層厚度7％，海隄地基固結度76．3％～85．0％，但尚有10．9～15．8mm的工後沉隆量，地基沉降變形將持續一段時間。
복청신조공로탁관해제단해제내측채용분급가재진행로기시공전축연기가례처리，통과3개단면감측수거분석，최대수평위이일변량위2．28mm／d，최대침강속솔위5．97nm/d，각측점적침강속솔화수평위이균재안전공제범위지내。지감측말기최대총침강량점어니층후도7％，해제지기고결도76．3％～85．0％，단상유10．9～15．8mm적공후침륭량，지기침강변형장지속일단시간。
The stage loading was adopted to reinforece the fill soft soil subgrade of subgrade construction in the levee inner of highway widening of Xincuo County. Based on the analysis of the three sections monitoring data, the maximal horizontal displacement VPD reached 2.28mm/d and the maximal settlement velocity reached 5.97 mm/d, so there were in the safety range of settlement velocity and horizontal displacement in survey points. The maximal total settlement values constituted for 7% percent of the silt layer thickness monitoring end, and the seawall foundation degree of consolidation constituted from 76.3% to 85.0%, but the settlement values was from 10.9 to 15.8mm after the construction, so foundation settlement deformation will continue for some time.
