Journal of Chongqing Jiaotong University(Natural Science) ›› 2001, Vol. 20 ›› Issue (3): 69-71.
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HE Zhao yi 1, ZHAO Chuan 1,ZHU Hong zhou 1,CHEN Shong ming 2,LIN Xin dong 2
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Published:
何兆益1,赵川1,朱洪洲1,陈松敏2,林新东2
Abstract: Regarding to rolling tests on construction of Wanzhou Wuqiao airport high embankment, rolling tests of 33t and 50t vibratory roller were carried out in the construction site.As a result,the number of rolling passes,subsidence,thickness of loose fill material,and maximum particle of fill materials is suggested as a guidance for construction.
Key words: high embankment, number of rolling passes, loose depth of fill material, maximum particle size of fill material, rate of settlement
摘要: 针对重庆万州五桥机场高填方路堤的碾压施工,通过对现场振动功率分别为 33t和 5 0t两种振动压路机的碾压试验,获得了碾压遍数、松铺厚度、碾压沉降率 (沉降差 )、填料最大粒径等施工控制参数以指导施工
关键词: 高填方, 碾压遍数, 松铺厚度, 最大粒径, 沉降率
CLC Number:
TU751
HE Zhao yi 1, ZHAO Chuan 1,ZHU Hong zhou 1,CHEN Shong ming 2,LIN Xin dong 2. The study on fill construction controlling of Wanzhou Wuqiao Airport high embankment[J]. Journal of Chongqing Jiaotong University(Natural Science), 2001, 20(3): 69-71.
何兆益,赵川,朱洪洲,陈松敏,林新东. 万州五桥机场高填方碾压施工控制试验研究[J]. 重庆交通大学学报(自然科学版), 2001, 20(3): 69-71.
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