1) clay core
粘土心墙
1.
Safety evaluation on clay core of main dam in Wuchuan reservoir;
乌川水库粘土心墙主坝的安全性评估
2.
Aimed at special questions that there were many cracks in the joint segment of sluice and dam, in which the quality of clay core was disqualification, the method of filling grouting was planned to adopt.
针对闸坝接头段粘土心墙质量不合格、存在大量裂缝等问题,拟采用充填式灌浆法进行处理,但充填式灌浆试验结果表明:灌浆压力太小,不能灌进浆液。
3.
This paper intreduces the research results of the FEM analysis of stress-strain in the earth-rock dam with clay core of Mau ping Stream in the Three Gorges.
介绍了三峡茅坪溪防护工程土石坝粘土心墙方案的应力应变有限元分析研究成果，表明大坝在竣工期或蓄水期心墙均未产生剪切或拉裂破坏，不会引起水力劈裂，心墙是安全的，论证了粘土心墙方案是可行的。
2) clay core wall
粘土心墙
1.
After comparing of several schemes,Guangdong Huizhou Pumped Storage Power Plant chose the clay core wall rockfill dam for its four auxiliary dams.
粘土心墙堆石坝是应用最为广泛的坝型,但用于抽水蓄能电站的挡水坝在国内较少见,实践经验并不多。
2.
There are five types of seepage control for the earth rock cofferdams of the Gongboxia Hydropower Station, that is, asphalt impervious wall, cast in situ concrete impervious wall, clay core wall, geomenbrane impervious wall and high pressure rotation spraying concrete impervious wall.
公伯峡水电站土石围堰布置 5种防渗型式 ,分别是沥青防渗墙、现浇混凝土防渗墙、粘土心墙、土工膜防渗和高压旋 (摆 )喷混凝土防渗墙。
3) Clay core dam
粘土心墙坝
1.
Through the splitting grouting technology mechanism analysis,according to the characteristics of dam types,this paper analyzed the application and grouting effect under the condition of high water level in the clay core dam,homogeneous weathering dam,sandstone dam and sand powders dam especially according to the construction methods,grouting technics,grouting parameters,etc.
文章通过对劈裂式灌浆机理的分析,针对各类坝型的特点,从施工方法、灌浆工艺、灌浆参数等方面分别分析了劈裂式灌浆技术在粘土心墙坝、均质风化料坝、砂土坝、石碴坝等坝型中的应用及高水位条件下的灌浆效果,得出结论:劈裂式灌浆技术通过改良施工工艺和浆液比重,可加快施工进度,提高浆脉厚度至20~30cm,具有较高的应用价值。
2.
Taking a certain clay core dam as an object of calculation and the Duncan - Chang double curve non-linear model as the embankment filling both displacement and stress values of the dam have been calculated by applying load in 8 stages.
以某粘土心墙坝作为计算对象,坝体填料采用邓肯—张双曲线非线性模型,利用中点增量法计算了坝体在八级加载情况下的变位和应力值。
4) earth-rock dam with clay core
粘土心墙土石坝
1.
Analysis of seepage stability of earth-rock dam with clay core under ascending and descending water table conditions;
水位升降对粘土心墙土石坝渗流稳定性分析
2.
2-D FEM analysis of the post-earthquake failure mechanism for the earth-rock dam with clay core;
粘土心墙土石坝震后破坏机理的二维有限元分析
5) sand case dam with clay core
粘土心墙砂壳坝
1.
Analyses of the monitored seepage data of the sand case dam with clay core of Jilihe Reservoir show that the impervious effect of the clay core is good, that the blanket in the front of the dam has little impervious effect, and that seepage failure will probably take place because of the weak cutoff groove and the large seepage gradient.
对吉利河水库粘土心墙砂壳坝的渗流观测资料分析表明,该坝粘土心墙的防渗效果较好,但坝前铺盖没起到防渗作用,且截渗槽较薄弱,渗透比降较大,可能发生渗透破坏。
6) embankment dam with clay core
粘土心墙石碴坝
补充资料：粘土心墙坝
粘土心墙坝
earth dam with clay core
填筑质量不良将使沉陷量过大。建坝初期易使心墙由于不均匀沉陷而出现纵向裂缝;后期由一于心墙固结缓慢，沉陷量常大于同期坝壳沉陷量，此时，将发生拱效应，使心墙出现隐蔽的水平张拉裂缝而造成渗水通道，甚至引起心墙破坏 粘土心墙坝的渗透及稳定计算见土坝渗流及坝坡稳定。(陈吉社)n iantu xinq一angba粘土心墙坝(earth dam with elay eore)用填筑于坝体中心的渗透系数较低的粘性土体作为防渗设备的上石坝。此类坝由心墙或斜心墙防渗;上下游坝壳支撑心墙保持坝体稳定:下游坝趾设排水以排除坝体、坝基渗水，并11r保护下游坝脚不受冲刷(见图)。当坝址附近有大量透水砂砾料和较少的粘性粘上心墙;止渡)公不透水层枯土，心墙坦土料，地基的预估沉陷量偏大时，采用这种坝型是适宜的。与均质土坝相比，其下游浸润线较低，边坡可陡些，而上游边坡陡于斜墙坝，故工程量常较均质土坝、粘土斜墙坝少，为此，高土石坝多趋向于采用心墙坝。中国碧口水电站及陕西石头河水库大坝，坝高超过100米，都采用心墙坝。 粘土心墙叮垂直或略向上游倾斜布置，其顶部高程不低于最高库水位，顶宽考虑施工要求不小于2米，自墙顶向下游逐渐加厚，薄心墙边坡可陡于1;0.2，厚心墙边坡可达l;1，甚至更缓。心墙厚度不得小于承受水头与心墙土料允许渗透坡降的比值。心墙与坝壳间一般设置反滤过渡层，心墙底部用截水槽与坝菇不透水层相连接。当不透水层为基岩时，为防止集中渗流对心墙底部粘土的冲刷，常设混凝土垫或混凝土齿墙。心墙与岸坡的连接处可扩大断面以延长渗径，防止接触冲刷。 心墙土料可就地取材，以残积土、冰啧土、沉积土为好，风成土及湖积土较差。其物理指标以粘土含量3()一5。%、渗透系数1又10一6一1丫1()一”厘米/秒、含水量15一25%为宜坝壳llf用一种或多种透水料如砂、砾(卵)石、风化石碴等填筑。坝壳料的渗透系数应比心墙料大1()。倍以上，以加强防渗效果;应具有较高的抗剪强度，以利于稳定;颗粒级配应连续，以利于压实「此外，对影响抗剪强度和渗透稳定性的细粒含量应限制在规定范围之内。心墙粘土宜用羊足碾或气胎碾压实:砂石料及块石、石碴分别用振动碾压实。若
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