基本释义:

水滑大理岩

网络释义

1)pencatite

['penkɑ:tait],水滑大理岩

2)pencatite

['penkɑ:tait],水滑大理岩(地)

3)Dashuigou thrust detachment slice,大水沟逆冲-滑脱岩片

4)brucite-marble,水镁石大理岩(地)

5)Dayantang landslide,大岩淌滑坡

6)marble rock group,大理岩岩组

用法和例句

Research on creep behavior of slip band soil of Dayantang landslide;

大岩淌滑坡滑带土蠕变性质研究

Research on geo-mechanics parameters of Dayantang landslide in Shuibuya;

水布垭大岩淌滑坡岩土力学参数试验研究

Analysis of initial deformation of Dayantang landslide for Shuibuya hydroproject on Qingjiang river;

清江水布垭大岩淌滑坡体初期变形分析

Geochemical characteristics and protoliths of the marble rock group of the khondalite series in the Daqing Mountains, Inner Mongolia;

内蒙古大青山地区孔兹岩系中大理岩岩组的地球化学特征及原岩建造

Determination of shear strength parameters for stability check of Dayantang landslide

大岩淌滑坡稳定复核抗剪强度参数的取值研究

Numerical simulation of the unsaturated seepage field in the Dayantang landslide under the condition of fog rain

雾雨作用下大岩淌滑坡非饱和渗流场数值模拟

Influence of Atomized Rain of Shuibuya Hydraulic Power Project on Groundwater Distribution of Dayantang Landslide

泄洪雾化降雨对水布垭大岩淌滑坡地下水分布的影响研究

DETERMINATION WARNING METHOD FOR PROGRESSIVE FAILUREPROPAGATION OF SLIDING ZONE OF DAYANTANG TALUS LANDSLIDE

大岩淌堆积体滑坡滑带渐进破坏传播的确定性预警方法

Rapid melting of the snow saturated debris in a large landslide.

积雪的急剧融化使大滑坡中的岩屑饱和。

Problems of rock-soil mechanics on responsibility cognizance of great loess landslide

特大黄土滑坡事故责任认定中的岩土力学问题

The rockmass safety monitoring in hydroelectric project is made mainly for rock foundation of dam, surrounding rockmass of underground chambers, artificial slope and natural slide, etc.

水电工程岩体安全监测的对象主要有大坝岩基、地下洞室围岩、人工边坡和天然滑坡等。

Analysis of mechanical parameters of slip surface for basalt landslide in Yunnan

云南玄武岩滑坡滑动面力学参数分析

Analysis and Research of Anti-slide Pile in the Rock Landside

抗滑桩在岩质滑坡治理中的分析研究

A fall or slide of a large mass, as of snow or rock, down a mountainside.

雪崩，山崩大块物质如雪或岩石，沿着山坡降落或下滑

And the characteristics of homogeneous loess landslide and loess-mudstone cutting layer landslide are high sliding velocity, long sliding distance and high stability after sliding except its scarp.

黄土层内滑坡、土泥岩切层滑坡的滑速高、滑距长,滑体稳定性高。但后壁不稳定,易再次滑动。

Reasons and treatment of slope rock down sliding in Miaogou Iron Ore Mine

庙沟铁矿边坡岩体滑坡原因分析及治理措施

The applicability study of cutting bulk on the single glide plane rock slope regularization

削坡在单滑动面岩质边坡治理中的适用性研究

Research on Bedding Landslide Form K28 to K32 of the Changzhi to Jincheng Express Highway;

长晋高速公路K28～K32顺层岩质滑坡研究

MODEL OF HYDRODYNAMIC START-UP FOR PREDICTION OF ROCK LANDSLIDE

岩质滑坡的时间预报与水力启动模型

Application of Anchor-cable Lattice Beam in Rock Landslide

锚索格构梁在岩质滑坡治理中的应用

Inverse Analysis of Sliding Zone Parameters in Qianchanggou Slope of Guanyinyan Hydropower Station

观音岩水电站铅厂沟滑坡滑带参数反演分析

The characteristics of loess interface landslide and loess-mudstone layer plane landslide are low sliding velocity, short sliding distance and low stability after sliding.

黄土接触面滑坡、土泥岩顺层滑坡的滑速低、滑距短,滑体具有稳定性差、活性强的特点。