1) core rockfill dam
心墙堆石坝
1.
Based on actual engineering of 350m high core dam building on deep overburden foundation,the stability of dynamic strength of sensitive materials,which existed in super-high core rockfill dam located in meizoseismal region and overburden foundation is discussed.
以建立在深厚覆盖层上350 m级心墙堆石坝工程实例为据,探讨了该类位于强震区域和深厚覆盖层上的超高心墙堆石坝中敏感性材料(心墙料、反滤料和砂层)的动强度稳定性。
2) core rock-fill dam
心墙堆石坝
1.
Shaking table model tests of Shuangjiangkou core rock-fill dam
双江口心墙堆石坝振动台模型试验研究
2.
Research on the maximum anti-seismic capability of high earth core rock-fill dam
高心墙堆石坝的极限抗震能力研究
3.
The core rock-fill dam construct-planning of NuoZhaDu Hydropower station is instructed in this paper.
简要介绍了糯扎渡水电站心墙堆石坝坝体填筑施工的设计规划,并且主要叙述了坝体填筑施工的上坝道路布置、物料准备、填筑施工工艺、填筑分期及分区的优化、工程开挖料利用等坝体施工规划的设计成果。
3) core type rockfill dam
心墙堆石坝
1.
Influences of double yield surface model parameters on calculated settlement of core type rockfill dam;
双屈服面模型参数对心墙堆石坝计算沉降的影响
2.
The calculation and analysis of the core type rockfill dam of Lubuge Hydropower Station are conducted by the programs of total stress method and effective stress method.
鲁布革水电站心墙堆石坝采用总应力法和有效应力法计算程序进行计算和分析。
4) core wall rockfill dam
心墙堆石坝
1.
The core wall rockfill dam that developed at the period of forties of the 20th century under the background of the development of mechanic theory and the construction equipment which can complete a great deal of earthwork in rational construction period.
心墙堆石坝是在20世纪40年代以后才有所发展的，其背景是土力学理论和实践的发展，以及大型施工机具的出现，使得在合理工期内完成大量土石方成为可能。
6) rockfill dam with vertical core
直心墙堆石坝
1.
The analysis showed that the rockfill dam with vertical core can meet the requirements of design in following aspects, stability of dam slope, the stresses of dam body and earthquake resistance.
糯扎渡工程在可行性研究阶段,比较了直心墙堆石坝和斜心墙堆石坝两种方案,分析表明,直心墙堆石坝在坝坡稳定性、坝体应力及抗震性方面均满足设计要求,且在地形地质条件、基础处理、抗震性能、施工方便性、工程造价等方面不同程度地优于斜心墙堆石坝,因此,设计最终选择直心墙堆石坝方案。
补充资料：苦堆心菊素
[中文名称] 苦堆心菊素
[英文名称] amaralin
[别 名]
[化学名称] amaralin
[分 子 式]
[分 子 量] 264.33
[物理性质] 无色针状结晶.ir:3425,1760; nmr:(cdcl3)1.13(s,3h),1.23(d,j=6,3h),3.38(s,2h),3.75(d,j=5,1h),4.30(dt,j=10,2,1h),5.43(d,j=3,1h),6.15(d,j=3,1h)
[成分分类]
[药理作用] 抗肿瘤（人体鼻咽癌）,镇静,镇痛
[毒 性]
[不良反应]
[用 途]
[成分来源] 菊科植物苦味堆菊叶
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条