Study on the deformation and failure modes of filling slope in loess filling engineering: a case study at a loess mountain airport

J Wang, Y Xu, Y Ma, S Qiao, K Feng - Landslides, 2018 - Springer
Lvliang airport is a typical loess filling engineering located in 20.5 km north of Lvliang City in
Shanxi Province, China. By the end of March 2012, 14 fissures extending more than 7.5 m …

Ranking of influence factors and control technologies for the post-construction settlement of loess high-filling embankments

C Zhu, N Li - Computers and Geotechnics, 2020 - Elsevier
Ground treatments and post-construction settlement (PCS) control technologies are hot
topics within the loess high-filling embankment (LHFE) research area. Taking the test …

Analysis of loess fracture on slope stability based on centrifugal model tests

Y Cheng, A Huo, Z Zhao, J Peng - Bulletin of Engineering Geology and the …, 2021 - Springer
Natural slopes are very common for the complicated topography in the loess area;
meanwhile, many artificial slopes were produced by large-scale engineering construction …

Numerical study on settlement of high-fill airports in collapsible loess geomaterials: a case study of Lüliang airport in Shanxi Province, China

Y Jie, Y Wei, D Wang, Y Wei - Journal of Central South University, 2021 - Springer
Foundation settlement is of great significance for high-fill engineering in collapsible loess
areas. To predict the construction settlement of Lüliang Airport located in Shanxi Province …

重塑黄土的湿化变形规律及细观结构演化特性

郭楠, 陈正汉, 杨校辉, 周勇, 肖文成 - 西南交通大学学报, 2019 - xnjdxb.swjtu.edu.cn
为了研究填土在三轴浸水过程中的湿化变形规律及其细观结构演化特性, 用改进的非饱和土CT-
三轴仪对延安新区的重塑Q 2 黄土做了3 组共17 个偏压固结浸水试验. 在三轴浸水过程中对试样 …

Long-Term Settlement Characterization of High-Filling Foundation in the Mountain Excavation and City Construction Area of the Yan'an New District, China

X Hou, S Qi, Y Yu, J Zheng - Journal of Earth Science, 2023 - Springer
Abstract Mountain Excavation and City Construction (MECC) represents a prominent
anthropogenic endeavor aimed at facilitating urban expansion in the Loess Plateau of …

[HTML][HTML] 压缩及增减湿作用下非饱和黄土细观结构演化规律研究

葛苗苗, 何璇, 谷川, 李宁, 刘乃飞 - 工程地质学报, 2024 - dsjyj.com.cn
土的细观结构是其宏观力学性质变化的本质, 而黄土是一种特殊的结构性土,
细观结构研究对揭示黄土地质灾害机理尤为重要. 为了探讨黄土在不同外荷作用下的细观结构 …

[PDF][PDF] 黄土高填方坡体加载过程变形-力学响应特征研究

张硕, 裴向军, 黄润秋, 吴琦, 陈映江, 王梓龙 - 工程地质学报, 2017 - dsjyj.com.cn
摘要大型工程项目在我国黄土丘陵地区的开展日益增多, 为了在有限的空间得到足够的可利用
面积, 通常需要挖山填沟造地形成了大量高度超过40m 的高填方边坡. 高填方边坡地质条件复杂 …

[引用][C] 降雨对沟谷状黄土高填方地基增湿影响研究

朱才辉, 李宁 - 岩土工程学报, 2020

[引用][C] 高填方机场湿陷性粉土地基处理现场试验研究

梁永辉, 王卫东, 冯世进, 刘青, 吴江斌 - 岩土工程学报, 2022