1) Tashan loess landslide
塌山黄土滑坡
1.
This thesis research on the stability of loess landslide takes Tashan loess landslide for example on the basis of the geological disasters detailed investigation in Qianyang county , Baoji, Shanxi.
论文在陕西宝鸡地区千阳县地质灾害详细调查的基础上,以塌山黄土滑坡为例开展黄土滑坡稳定性研究。
2) loess collapse
黄土滑塌
3) landslip
[英]['lændslɪp] [美]['lænd'slɪp]
山泥倾泻;滑坡;土地崩塌
4) Loess landslide
黄土滑坡
1.
Application of high resolution sounding method in loess landslide detection;
应用GDS高分辨率测深法探测黄土滑坡
2.
The study of model on the exploration and design of loess landslide;
黄土滑坡勘察设计模式研究
5) loess landslides
黄土滑坡
1.
Statistical analysis of the characteristic parameters of loess landslides at the South Jingyang Plateau;
泾阳南塬黄土滑坡特征参数统计分析
2.
Irrigation is essential to the agricultural basis of the loess region economy;however,it has resulted in lots of loess landslides in recent years.
黄土滑坡一个普遍特征就是后缘发育地裂缝以及落水洞,使地表水(灌溉水以及降雨)直接灌入坡体,诱发了大量黄土滑坡。
3.
To study the cause of these landslides,the physical,mechanical and dynamic characteristic properties of the loess in the area were studied to reveal the relation between loess landslides and its soil mechanical properties.
8级地震,触发了150多处滑坡,为了分析地震区黄土滑坡灾害的成因,通过对地震滑坡区域内黄土的基本物理力学性质和动力特性的试验,研究了黄土的相关性质与易损性关系,并对地震引起黄土滑坡的原因进行了探讨。
6) Huangtupo landslide
黄土坡滑坡
1.
It is useful for the control of Huangtupo landslide.
通过对三峡库区巴东县黄土坡滑坡临江崩滑堆积体的物质组成、软弱面特征、与基岩接触面的关系以及水文地质特征进行分析,结合数值分析和稳定性计算,阐述了三峡库区蓄水后的坡体稳定性变化,为进一步对黄土坡滑坡进行治理提供了参考。
2.
This paper establishes a GM(1,1)model for prediction of the horizontal displacement of the Huangtupo landslide.
本文建立了黄土坡滑坡水平位移预测的GM(1,1)模型,实际应用表明,该模型具有精度高、适用性广等特点。
3.
Based on the deep geology and the geological structure characteristics of the ancient landslide body, a geo environmental model of Huangtupo landslide in the reservoir of Three Gorges is established to quantitatively analyze the mechanism of the sliding in terms of discrete element method.
根据黄土坡滑坡所处的深部地质和表层古滑坡体结构特征 ,建立滑坡地质环境模型 ,运用离散元数值模拟方法研究黄土坡滑坡与深部地质环境的关系 ,明确了其形成机理 ,认为软硬相间的岸坡地层及顺向坡特点构成了黄土坡滑坡形成的物质条件和发生背景环境 ,其内在力学机制是深部软硬相间岩层在重力蠕滑作用下发生的拱张 ,在考虑不同荷载组合的情况下预测评价滑坡的稳定性变化 ,滑坡体上建筑荷载会抑制中部剪切滑移区的发展 ,但能使滑坡体前端剪切滑移区扩大 ,从而降低滑体前缘的稳定性 。
补充资料：光塌塌
1.光秃貌;空荡无存貌。
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