1) seep in grouting
渗透灌浆
1.
The pile bottom post pressure grouting technology could raise a bored pile s bearing capacity by grouting cement to the end of the pile According to the construction experience ,the working mechanism of pile end grouting appeared to be seep in grouting mainly,and the bearing capacity was composed of the friction of pile side,the resistance and friction of the consolidated bod
介绍了桩底后压浆技术，通过向桩底进行注浆可消除孔底沉渣的不利影响，并提高单桩承载力；通过工程实例分析表明，在卵石层中其灌浆机理主要表现为渗透灌浆，其承载力由３部分组成，即桩身部分的摩擦力、固结体部分的摩擦力和固结体的底部阻力。
2) seepage tensor of the grouted rock mass
灌浆后岩体渗透张量
4) anti-seepage grouting
防渗灌浆
1.
Design for anti-seepage grouting of dam of Silin Hydropower Station;
思林水电站大坝防渗灌浆设计
5) penetration through ditch irrigation
沟灌渗透
1.
The irrigation methods included conventional flooding irrigation and penetration through ditch irrigation with different farmland width as 90cm, 130cm and 170cm.
研究了不同畦宽(90cm、130cm、170cm)沟灌渗透栽培与常规淹水栽培对直播水稻根、茎、叶生长发育特性、机能及其产量的影响。
2.
Three kinds of farmland with different width (90 cm, 130 cm and 170 cm) for penetration through ditch irrigation have been studied, as comparison with the irrigation by conventional inundation, to see their influences on the growth characteristics, functions of the roots and leaves of direct- seeding rice and its yield.
研究了90、130、170cm3种畦宽沟灌渗透灌溉与常规淹水灌溉对直播水稻根、叶生长特征、机能及其产量性状的影响。
6) permeation grouting
渗透注浆
1.
Research on the Groutability and Application of Permeation Grouting in Sand and Gravel Stratum;
砂砾地层渗透注浆的可注性及应用研究
补充资料：痘不灌浆
痘不灌浆
痘不灌浆 痘疮由小小血泡，起胀渐大，呈水泡形，逐渐酿脓灌浆。灌浆时，根、窠红润，脓浆饱满，色如黄蜡。饮食、二便基本正常为佳兆。痘不灌浆有二因：“一则气血不足，一则热毒太盛，烧涸津液”（徐春甫《痘疹泄秘》）。宜分别治之。
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