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1)  Huanglashi landslide
黄腊石滑坡
1.
A displacement dynamics parameter of debris landslide induced by water and its application t o stability evaluation——Taking Huanglashi landslide in Three Gorges Reservoir area for example;
水诱发堆积层滑坡位移动力学参数及其在稳定性评价中的应用——以三峡库区黄腊石滑坡分析为例
2.
In order to discover a new approach to the quantitative analysis of the evolution and stability of the complex landslide trace pattern, the fractal theory is employed to analyze the geometrical fractal pattern of the self_similar boundary trace between the Huanglashi landslide and the Huangtupo landslide in the fore_reservoir region of the Three Gorges, Changjiang River.
为了探索复杂滑坡轨迹结构演化及其稳定性定量分析计算的新途径 ,利用分形分维理论 ,分析三峡库首区黄腊石滑坡和黄土坡滑坡边界轨迹的几何分形结构 ,并采用盒维数法分别求得黄腊石滑坡西部活动性滑坡群、东部小滑坡群和整个滑坡系统及黄土坡滑坡分形结构的特征性斜率曲线和分维值 。
3.
Based on the disaster of the Three Gorges Huanglashi landslide, the author calculated the sliding speed of the landslide and its maximum surge, also analyzed its effect on the important towns and buildings located at the upstream and downstream.
结合三峡黄腊石滑坡灾害情况,计算了在长江不同水位的情况下,黄腊石失稳后滑坡体滑速、入江产生的最大涌浪及涌浪传播,分析了其对上下游重要城镇和建筑物的影响。
2)  Huanglashi Dashiban landslide
黄腊石大石板滑坡
1.
Based on the detailed fieldwork and the system analysis for the Huanglashi Dashiban landslide of the Three Gorges region,the general situation of the Danshiban landslide and its plan of draining water are introduced,and its groundwater level monitoring is analyzed.
在对长江三峡库区黄腊石大石板滑坡的调查研究和分析的基础上,概括介绍了大石板滑坡的概况和其排水治理方案,对其地下水位监测进行了分析与研究。
3)  Huanglashi slope
黄腊石边坡
1.
Action law of groundwater and evaluation of Huanglashi slope stability;
地下水在黄腊石边坡稳定性中的作用规律与评价
2.
The calculating method of seepage is adopted in which the groundwater level approaches to the real situation;and the head of groundwater and the seepage pressure are calculated when the groundwater level changes in the seepage flow field of the Huanglashi slope.
采用更接近于实际地下水位的渗透力计算方法,计算了黄腊石边坡地下水渗流场在地下水位变化时的水头分布情况;并对渗透力进行了计算,从而定量地分析了地下水对滑坡的作用,发现渗透力的峰值分布在应力集中的前缘段。
4)  Huanglashi
黄腊石
1.
Monitoring and analysis of deep-lying displacement of Huanglashi landslide;
黄腊石滑坡深部位移监测分析
2.
This paper briefly memorized prevention and cure course of Lianzi Cliff dangerous rock body and Huanglashi landslide in Sanxia Gorges of Changjiang River.
本文简要回顾了长江三峡链子崖危岩体、黄腊石滑坡积极采取防治工作的历程,指出:新滩滑坡的成功预报,对于推进我国崩塌、滑坡、泥石流等地质灾害防治的进程,提高预测预报防治科学技术水平,增强全民防灾减灾的意识,有十分重要的现实意义。
5)  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 。
6)  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
补充资料:黄锑石
分子式:Sb3+Sb5+O4 
CAS号:

性质:又名锑赭石。斜方晶系。晶体呈针状;通常成块状、皮壳状或粉末状集合体。莫氏硬度4~5。相对密度4.1。油脂光泽、珍珠光泽或土状光泽。黄色、白色或无色。条痕淡黄色或白色。见于锑矿床的氧化带,系辉锑矿等含锑硫化物氧化后所形成的次生矿物,因而有时可见到呈辉锑矿柱状晶形的假象产出。量多时可作锑矿石利用和黄色颜料。

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