consolidation grouting造句

• Foundation consolidation grouting treatment of xin ' anjiang dam
  新安江大坝坝基固结灌浆补强处理
• Inspection of xiluodu hydroelectric power station dam foundation consolidation grouting test
  溪洛渡水电站坝基固结灌浆试验检测
• Application of high - pressure grouting rammer in high - pressure consolidation grouting in tianhuangping
  高压灌浆塞在天荒坪高压固结灌浆中的应用
• Test process of consolidation grouting without ballast in dam foundation of goupitai hydropower station
  构皮滩水电站坝基无盖重固结灌浆试验工艺
• Design and operation of the carrier for consolidation grouting in large diameter diversion tunnels of xiaolangdi project
  小浪底工程导流洞大洞径固结灌浆施工台车的设计与运行
• The cutoff wall near the dam axis , the consolidation grouting and the curtain grouting for the foundation , and the high pressure jet - grouted cutoff wall at the toe of the dam form a vertical anti - seepage system for the dam foundation
  大坝轴线附近的防渗墙、基岩固结和帷幕灌浆，以及上游坝脚处的高压摆喷防渗墙，在坝基构成了垂直防渗体系。
• The high pressure consolidation grouting is a routine measure for tunnel construction treatment , the safe operation of tunnel depends much on the grouting quality , so it is very important for tunnel construction to detect the construction quality to get rid of the safety risk
  摘要高压固结灌浆是隧洞施工处理的常规手段，其质量直接影响隧洞运行安全，因此对施工质量进行检测以便排除隐患十分重要。
• A brief introduction is given to the treatment of the zeya dam foundation , principles of seepage control and design of the concrete face rockfill dam of the zeya reservoir . as for the excavation of the sand - gravel zones , except the toe slab and its 1 / 9 bottom width down stream , the alluvial layers are excavated to the micro - weathered rocks , while the other sections remain unexcavated . regarding to the treatment of the fracture zones , concrete filling is used for the toe slabs and semi - permeable materials are used for other section . according to the construction characteristics , a filter is placed in the down stream embankment foot . to improve the integrity of the dam foundation and anti - seepage capability consolidation grouting and curtain grouting are adopted . as a result safety , economic benefit , convenience in construction and good performace are achieved
  简要论述泽雅水库面板堆石坝坝基处理和防渗的原则及设计要点.趾板基础和堆石体各区砂砾石基础开挖，除趾板与其下游1 / 9底宽范围以及坝脚挖除冲积层至弱风化(局部微风化)基岩外，其余部分均予以保留.断层破碎带处理，趾板部位采用混凝土塞，其它部位采用半透水料置换，并根据本工程特点在下游坝脚加设了反滤层.为提高坝基的整体性和防渗性能，对趾板进行了固结和帷幕灌浆.达到了安全、经济、便于施工的目的，运行情况良好，可为面板堆石坝的设计和研究提供参考与借鉴
• A brief introduction is given to the treatment of the zeya dam foundation , principles of seepage control and design of the concrete face rockfill dam of the zeya reservoir . as for the excavation of the sand - gravel zones , except the toe slab and its 1 / 9 bottom width down stream , the alluvial layers are excavated to the micro - weathered rocks , while the other sections remain unexcavated . regarding to the treatment of the fracture zones , concrete filling is used for the toe slabs and semi - permeable materials are used for other section . according to the construction characteristics , a filter is placed in the down stream embankment foot . to improve the integrity of the dam foundation and anti - seepage capability consolidation grouting and curtain grouting are adopted . as a result safety , economic benefit , convenience in construction and good performace are achieved
  介绍碧莲水电站拦水坝系软基上的水力自控翻板闸门溢流坝工程特点和设计原理.闸门利用水力和杠杆原理实现自控关闭；闸坝平时挡水发电,洪水期自动翻倒泄洪冲砂,有效地解决洪水对上游库区实物的淹没损失及水库泥沙淤积问题；闸坝采用地下混凝土连续墙进行地基防渗处理及面流消能，消能效果显著，工程投资少.本工程设计可供其它建固定坝淹没损失过大或在软基上建低重力式堰坝的类似工程参考
• 8 . when using the index of the rock mass integrity , the index of the grouted rock mass integrity has raised one rank according to the theory and stand raised by this article . 9 . when grouting gallery of depth - curtain , lining and consolidation grouting to full - face of the gallery is necessary to meet the needs of the grouting pressure
  8 、在利用岩体完整性指数评价高压帷幕灌浆效果时，采用本课题提出的“八级分档kv值与定性划分岩体完整程度对应关系表” ，灌浆后的岩体完整程度较灌前均提高了一个等级。
• In the excavating process of the left bank , such methods as concrete embolism , consolidation grouting > cable strengthening and bailing shoud be used when the fault f5 is round . on the right bank , the system anchorage and bailing methods shoud be used . it is surgested that the prestressed cable shoud be used to deal with the deterministic blocks . and the prestressed anchor to the undeterministic blocks
  左岸拱肩槽边坡在开挖施工至断层f5附近时，要使用混凝土栓塞、固结灌浆、锚索加固及排水等措施以防止岩体失稳。右岸拱肩槽边坡开挖过程中要采取系统锚固及排水防渗等措施，以防止个别潜在不稳定的边坡失稳。