1) split grouting phenomenon
劈裂灌浆现象
2) split grouting
劈裂灌浆
1.
Application of split grouting in anti-seepage consolidation of canals of Guhai Pumping Irrigation Area;
劈裂灌浆技术在固海扬水灌区渠道防渗加固工程中的应用
2.
On the application of split grouting to seepage prevention treatment of earth dam;
浅谈劈裂灌浆在土坝防渗处理中的应用
3.
The application of split grouting in the gravel earth dam;
劈裂灌浆在含砾石土坝中的应用
3) splitting grouting
劈裂灌浆
1.
Application of splitting grouting in Ligang Section of Yangtze River Levee;
劈裂灌浆技术在江阴长江堤防利港段的应用
2.
Application of FLAC~(3D) to stability analysis of splitting grouting for earth dam;
FLAC~(3D)在土坝劈裂灌浆防渗稳定性分析中的应用
3.
The technique of dam body splitting grouting and high-velocity jet grouting in contact layer of bank was successful applied in the engineering of Banling reservoir in Sanya City Hainan Province to prevent the seepage and enhance the firm.
海南省三亚市半岭水库主坝防渗加固工程成功采用了坝体劈裂灌浆和岸坡接触带高喷灌浆技术,为海南省其他水库的除险加固提供了一个成功范例。
4) fracture grouting
劈裂灌浆
1.
Mechanism analysis of fracture grouting in soil;
土体劈裂灌浆力学机理分析
2.
Study on grouting pressure of fracture grouting in saturated soil;
饱和土中劈裂灌浆压力研究
3.
The Applications of Fracture Grouting in Bobai Cold Water Reservoir;
劈裂灌浆在博白县冷水水库的应用
5) new derivative split grouting phenomena
新的衍生的劈裂灌浆现象
1.
In order to study profoundly on the influence degree of stability and seep safety about stone body of new derivative split grouting to dam body,all new derivative split grouting phenomena and traditional split grouting methods of soil dam are compared and analyzed.
将各工法产生的新的衍生的劈裂灌浆现象与传统的土坝坝体劈裂灌浆法进行了对比分析,以便更深入研究新的衍生的劈裂灌浆结石体对坝体的稳定性及渗流安全性的影响程度。
6) Split grouting
劈裂式灌浆
1.
Application of split grouting to treatment with the hidden troubles of joint segment of sluice and dam of Gushitan Reservoir;
劈裂式灌浆技术在孤石滩水库闸坝接头段隐患处理中的应用
2.
But it puts more emphases on the split grouting technique.
《土坝坝体灌浆技术规范》(SD266-88)可分为充填式灌浆和劈裂式灌浆两部分,但重点阐述劈裂式灌浆方面的内容,而这种劈裂式灌浆技术是建立在白氏法基础上的。
3.
By split grouting of “complete hole wall protected, bottom pouring” in construction, a vertical well is dug for checking and contrasting affer a year.
通过“全孔护壁、孔底灌注”劈裂式灌浆对土坝进行加固施工，一年后挖竖井检查及对比观测资料，发现沿坝轴线形成６ 或７ 条主浆脉构成防渗帷幕带，达到了坝体补强加固防渗的目的，并对灌浆机理进行了探讨。
补充资料：劈裂强度
分子式：
CAS号：
性质：在规定的试验条件下，胶接试样产生分离时单位胶接宽度所需的拉伸载荷，以kN/m表示。劈裂试验是刚性材料与刚性材料胶接时胶黏剂承受集中负荷的能力。
CAS号：
性质：在规定的试验条件下，胶接试样产生分离时单位胶接宽度所需的拉伸载荷，以kN/m表示。劈裂试验是刚性材料与刚性材料胶接时胶黏剂承受集中负荷的能力。
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