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- excavation of dam foundation 坝基开挖
- With the maximum dam height of 292.0m, the excavation of dam abutment formed a side slope as high as more than 400m, whose stability is of vital importance to the dam safety. 小湾拱坝最大坝高292.;0m;坝肩槽开挖所形成的高边坡达400多米;其稳定性至关重要。
- The trial load method, in which the effect of deformation of dam foundation is roughly taken into acount by the formulae developed by F. 多拱多梁法(试载法)是拱坝应力分析的主要方法,其中坝基变形常采用伏格特公式粗略计算。
- The Shapotou Key Water Control Project has some difficulties in its construction due to the soft stratum of dam foundation. 由于坝基软岩的存在,给沙坡头枢纽工程的建设带来了一定的困难。
- The paper introduces the selection of dam type,type of upstream slope protection,the structure design of dam body and the treatment of dam foundation seepage prevention. 文章介绍了嫩江上尼尔基水利枢纽主坝坝型选择,上游面护坡形式选择,坝体结构设计及基础防渗处理。
- Combined with simulation test results of dam foundation seepage of Longtouqiao Reservoir,the dam foundation seepage was analysed and the seepage control measures were proposed. 结合龙头桥水库坝基渗流模拟试验成果,对龙头桥水库土坝基础渗流进行了综合分析,并提出了防渗措施。
- This paper analyzes and contrasts the inverted "T"_shaped dam foundation and case type dam foundation to select the feasible basis principle of dam foundation type. 对倒"T"型闸坝基础和箱型闸坝基础进行了分析与比较,提出了选择合理的闸坝基础型式的基本原则。
- Excavation of the site will begin tomorrow. 明天开始挖掘工作。
- Characteristic water level and reservoir capacity is fixed,freeboard and dam crest is calculated,seepage prevention of dam body,dam foundation and dam sheeting is discussed. 针对除险加固措施,确定了水库特征水位与库容,计算了坝顶超高及坝顶高程,探讨了坝体和坝基防渗、坝面护坡及防冻等问题。
- The excavation of the buried city took a long time. 发掘埋在地下的城市花了很长时间。
- The excavation of the bur city take a long time. 发掘埋在地下的城市花了很长时间。
- On proper excavation of arch dam foundation in high terrestrial stress region 高地应力地区拱坝坝基合理开挖形式的研究
- The effects of both charateristics of the anisotropic modulus of elasticity and the elastic variation of dam foundation on the local stress of the dam body are analyzed by finite element method. 通过对算例的有限元分析得出了坝体材料异弹模特性和坝基弹性变化对坝体局部应力的影响规律。
- The boundary element method has been applied to solve the problem of dam foundation seepage,and its results are compared with the ones from finite element method and fissure network method. 采用边界元法分析了坝基渗流问题,并与有限元法和裂隙网络法的计算结果进行了比较。
- The conclusion is educed that there is a reasonable depth when drainage is set and the effect of drainage diameter and drainage space on seepage discharge and uplift of dam foundation is studied. 只有主排水作用时,得到了排水孔作用效果的决定因素,得出了排水孔的设置也应有一个合理深度的结论,还分析了排水孔孔径、间距对渗流量和扬压力的影响。
- The excavation of the lost city took a long time. (消失的城市花了很多时间才被挖掘出来)。
- Control of influence of blasting vibration on fresh concrete during excavation of right dam foundation at Three Gorges Project 三峡右岸坝基开挖爆破对临近新浇混凝土影响的控制
- sliding stability of dam foundation 坝基抗滑稳定
- Classification of Rock Mass of Dam Foundation 坝基岩体分类
- vibre-flotation compaction of dam foundation 坝基振冲