机译:硅化灌浆黄土的水稳定性机理
Key Laboratory of Mechanics on Disaster and Environment in Western China, The Ministry of Education of China, School of Civil Engineering and Mechanics, Lanzhou University, Tianshui Road, 222, Lanzhou 730000, Gansu, People's Republic of China;
Geological Hazards Research and Prevention Institute, Gansu Academy of Sciences, Dingxi Road, 229, Lanzhou 730000, Gansu, People's Republic of China;
Geological Hazards Research and Prevention Institute, Gansu Academy of Sciences, Dingxi Road, 229, Lanzhou 730000, Gansu, People's Republic of China;
Key Laboratory of Mechanics on Disaster and Environment in Western China, The Ministry of Education of China, School of Civil Engineering and Mechanics, Lanzhou University, Tianshui Road, 222, Lanzhou 730000, Gansu, People's Republic of China;
Mechanism; Water stability; CO_2-silicification grouted loess; Disintegration; Permeability; Microstructure;
机译:桥接中国东部黄土工程性能与灌浆加固机制的差距:以济南黄土为例
机译:黄土的裂缝灌浆机理及PFC数值模拟研究
机译:黄土湿陷地区裂隙灌浆的高速铁路路基固结:机理与应用
机译:富含水性黄土隧道灌浆预加固机制及其影响评价研究
机译:纳米二氧化钛(n-TiO 2)与有机废水污染物(OWC)的相互作用:机理,稳定性和运输。
机译:β-环糊精腔内的水:数量稳定性和结合机理
机译:温泉水流木硅化的实验研究。硅化速度和机制的估算。