1.
The peak times of ZR and iPA were closely related to the duration of grain( filling).
籽粒中ZR、PA含量峰值出现的早晚与籽粒灌浆强度增加的持续时间呈正相关。
2.
Strenght experimental research of quick solidification grouting cement under high temperatures
高温快硬水泥灌浆混凝土强度试验研究
3.
Post-Anthesis Changes in Concentrations of Polyamines in Superior and Inferior Spikelets and Their Relation with Grain Filling of Super Rice
超级稻花后强、弱势粒多胺浓度变化及其与籽粒灌浆的关系
4.
Research on the Comprehensive Properties of Early-strength and High-strength Grouting Materials Based on DSP Principle
DSP早强高强灌浆料综合性能研究
5.
Experimental Study on High Early Strength Cementing Material for Prestressed Anchorage
高早强预应力锚固灌浆材料试验研究
6.
Study of high performance epoxy gap-filling and application process
高强环氧灌浆料及其施工工艺的研究
7.
Do better pressure cementing and strengthen anti-flood capacity of channel embankment
做好压力灌浆 增强河道堤防抗洪能力
8.
QTL Analysis of the Kernel Nutritional Characters and Filling Speed in Different Filling Stages in Maize;
玉米灌浆期不同阶段籽粒品质性状及灌浆速度的QTL动态分析
9.
Discussion on the influencing factors of mortar strength and masonry strength
浅谈砂浆强度和砌体强度的影响因素
10.
Application of AutoCAD and VBA in calculation of layered grouting depth
AutoCAD的VBA在灌浆深度分层统计中的应用
11.
Chemical Grouting of Concrete Cracks for Strengthening of Dam in Construction of Daxia Hydropower Station
大峡水电站坝体混凝土裂缝补强化学灌浆
12.
Synthesis and Properties of Nanosilica Reinforced Polyurethane Grouting Materials for Expressway;
纳米SiO_2增强聚氨酯道路灌浆材料的合成与性能
13.
Studies on a New Kind of Mineral Admixture of High Performance Concrete;
超早强灌浆水泥的性能及其作用机理的研究
14.
Chemical grouting reinforcement processing technology for cracks in lock′s concrete bottom floor
船闸混凝土底板裂缝化学灌浆补强处理技术
15.
Application of curtain grouting in anti-seepage treatment at high and moderate permeable foundation
帷幕灌浆在中强透水地基防渗中的应用
16.
Lab Experiment on High-Intensity Ultra-Low-Density Cement Slurry
高强度超低密度水泥浆体系实验研究
17.
Experimental Study on the Effect of High Temperature on the Strength of High-strength Cement Mortar
高温对高强度水泥砂浆强度影响的试验研究
18.
A Probe into the Control of Hyper-pouring Quantity of Bored Concrete Pilety;
泥浆护壁正反循环灌注桩桩顶超灌高度控制的探讨