1) low level tamping
低能级强夯
1.
Subgrade loess collapsibility before and after low level tamping
低能级强夯前后路基黄土湿陷性研究
2) lower energy dynamic consolidation
低能强夯
1.
Construction method combined with lower energy dynamic consolidation and dewatering and points for attention in practice;
低能强夯—降水联合法施工及注意事项
3) energy level of compacting
强夯能级
4) low-energy dynamic compaction
低能量强夯
1.
In order to research the usability of low-energy dynamic compaction and non-filler vibro-flush for treating loose fine sand and their reinforcing effects, a serial of tests have been carried out.
为研究低能量强夯法和无填料振冲法处理松细砂的适用性和加固效果,进行了一系列试验,结果表明:只要采用正确的施工工艺和参数,两种方法加固此类地基均可取得很好的效果,但它们在地下水位要求、加固深度、工期和造价方面存在一些差异,有各自的使用范围,应根据工程地质情况和加固目标进行选择。
2.
Applicability and effectiveness of low-energy dynamic compaction and vibroflotation without additional backfill materials in strengthening silty and fine sands were tested in two representative areas of a project.
结合某松细砂地基加固工程,对低能量强夯法和无填料振冲法处理松细砂地基的适用性及加固效果进行了试验研究,并对它们的适用范围、优缺点进行了比较分析。
3.
Authors introduce experiment of low-energy dynamic compaction compared with different construction parameters of dynamic compaction energy,stationing ways,dewatering conditions and fill ways.
通过对试验区选用不同夯击能、布点方式、夯击次数、降排水条件及填土方式等施工参数进行低能量强夯试验,并对强夯试验前后采用多种监测和检测手段进行测试。
5) lower energy dynamic consolidation method
低能强夯法
1.
With the requirements of special foundation and construction conditions, this paper puts forward the lower energy dynamic consolidation method in architecture in detail.
根据成型建筑物内有限的施工条件及处理要求，首次实现了在成型建筑物内进行插设塑料排水板和低能强夯法施工处理场区地面沉降。
6) high energy dynamic compaction
高能级强夯
1.
PLT for high energy dynamic compaction of foundation backfilled with crushed stone;
高能级强夯地基土载荷试验研究
2.
Improvement effect of high energy dynamic compaction under complicated geological conditions
不同土质条件下高能级强夯加固效果测试与对比分析
3.
In the high of the cmbankment of existed cushion dam,we study the consolidated depth、influence depth and permeability after treatment which is experimented through high energy dynamic compaction.
对回填土造成的已筑坝体,通过高能级强夯试验,研究探讨了强夯处理超厚填土地基的加固深度、影响深度及处理后的渗透性问题,表明强夯处理回填土已筑坝体的可行性。
补充资料：夯嘴夯腮
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