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Test Study for Earth Embankment Engineering in Kunming New Airport

机译:昆明新机场地球堤防工程试验研究

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The confirmatory test region plays an important role in the Kunming new airport to confirm the compactness and engineering properties of backfilling materials such as red clay, Douposi heavily weathered material and Douposi weak-middlely weathered material by vibration and dynamic consolidation mity of red clay is no less than 93.0% after compaction, which is satisfied with the requirement of design. (2) the density of Dethod(DCM). Test results show that (1) the densouposi heavily weathered material is no less than 93.0% after compaction, which is satisfied with the requirement of design. (3) the heavy dynamic penetration test of Douposi heavily weathered material shows that the blow count of embankment with depth between 3.0m~7.0m is higher than that one of embankment with depth between 0.0m~3.0m. According to the compactness test, the density of Douposi heavily weathered material embankment is no less than 93.0% when the blow count of heavy dynamic penetration is above 5.8. (4) on the condition of the DCM construction of main tamp with 1 time and inter-grid of different construction layers along depth, the density of lower layer of embankment is increased obviously, and the density of upper layer of embankment is also increased when the DCM construction is continued. It is suggested that after the DCM construction of main tamp with 1 time is completed, the DCM in the lower energy level and full tamp with 1 time or the bumping vibration compaction is adopted, the density of Douposi heavily weathered material embankment will be increased. (5) there is the same result and the suggestion for Douposi weak-middlely weathered material embankment. The test result can be provided as the reference for the consolidation of karst funnel in Kunming new airport and similar engineering.
机译:确认的测试区在昆明新机场起着重要作用,以确认回填材料的紧凑性和工程性能,如红粘土,宣传款,风化的材料和Doupsi弱 - 中等风化的材料通过振动和动态固结尺寸的红色粘土是没有压实后小于93.0%,这对设计的要求感到满意。 (2)Dethod(DCM)的密度。测试结果表明,(1)压实后,DenSouposi严重风化材料不低于93.0%,这对设计的要求感到满意。 (3)宣誓风化材料的重型动态渗透试验表明,堤防深度的吹气数高于3.0米〜7.0米的堤坝高度,深度介于0.0m〜3.0m之间。根据紧凑型测试,当吹入动态渗透的吹气计数超过5.8时,宣誓受风化材料堤的密度不低于93.0%。 (4)在DCM施工的情况下的主要棉花,沿着深度的三次和电网互联网,较低层堤坝的密度明显增加,堤坝上层的密度也增加了继续执行DCM施工。建议,在完成1次主夯的DCM构造后,采用1次或撞击振动压实的较低能级和完全夯实的DCM,将增加宣传件风化材料堤的密度。 (5)具有相同的结果和DOOPOSI弱中期风化物料堤的建议。可以提供测试结果作为昆明新机场和类似工程岩溶漏斗巩固的参考。

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