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  • 匿名
关注:1 2013-05-23 12:21

求翻译:所有土质路堑地段,基床换填0.5m厚非冻胀性的A、B组填料及0.1m厚的中粗砂, 并在中粗砂中部铺设一层复合土工膜;采用浆砌片石矩型侧沟排水,侧沟外留1.0m宽平台,采用浆砌片石铺砌。侧沟及平台铺砌均采用M7.5浆砌片石砌筑。是什么意思?

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所有土质路堑地段,基床换填0.5m厚非冻胀性的A、B组填料及0.1m厚的中粗砂, 并在中粗砂中部铺设一层复合土工膜;采用浆砌片石矩型侧沟排水,侧沟外留1.0m宽平台,采用浆砌片石铺砌。侧沟及平台铺砌均采用M7.5浆砌片石砌筑。
问题补充:

  • 匿名
2013-05-23 12:21:38
All soil cutting lots, fill 0.5m thick base bed for non-frost heaving of the A, B group and 0.1m thick padding in the coarse sand and coarse sand in the middle of laying a layer of geomembrane; the use of mortar rubble rectangular side of the drainage ditch outside the left side of the ditch 1.0m wi
  • 匿名
2013-05-23 12:23:18
All the clay road bed-for-fill their lot, non-frozen inflation of 0.5 m thick, B A group of filler and 0.1 m thick, and the thick sand in the thick sand in a layer of compound in central laying leeves; adopt pulp kataishi torque-type side first and stay outside the valley side drainage, 1.0 m wide p
  • 匿名
2013-05-23 12:24:58
All soil texture cut the land sector, trades foundation-bed fills in 0.5m to criticize too harshly heave A, B group of padding and the 0.1m thick coarse sand, and lays down a compound earthwork membrane middle the coarse sand; Uses lays with mortar slabstone moment side-gutter draining water, outsid
  • 匿名
2013-05-23 12:26:38
All soil cutting section, replacing 0.5m houfei of frost heaving of subgrade bed of a, b set packing and 0.1M thick medium coarse sand and coarse sand laying in the middle layer of composite geomembrane; using moment-furrow drainage made of stone, 1.0M outside the furrow width platform, using the gr
  • 匿名
2013-05-23 12:28:18
All soil property cutting locations, the base bed changes and fills out 0.5m thick thick sand in not freezing bloated packing and 0.1m of A, B group thick, and in in if you can't lay floor in the middle part of being thick for sand for one, last membranes geotechnological; Adopt thick liquid build b
 
 
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