崩滑体,landslide
1)landslide[英]['l?ndsla?d][美]['l?nd'sla?d]崩滑体
1.Based on the geological exploration of Nanzhu landslide,the stability analysis of the landslide is studied when the water level of the Yangtze River falls from 175 m to 125 m.基于丰都楠竹崩滑体的地质勘察资料,对该崩滑体在长江水位从175m降至125m时的稳定性进行了计算分析,得出该工况下,崩滑体将处于可能失稳的危险状态,必须进行防治。
2.According to the characteristics,material structure features,and the geological natures of the landslide, the calculation and evaluation for the stability of the landslide are performed with the consideration of three kinds of loading situations and residual thrust method.根据崩滑体基本特征和工程地质条件,在考虑各种不同荷载情况下,运用剩余推力法对崩滑体稳定性进行计算和评价,提出了以抗滑桩为主的支挡结构。
3.The Zuoyituo landslide 83 km from the Three Gorges dam,is one of the major prospecting landslides in the reservoir area of the Three Gorges,lying on the southern bank of the Changjiang River, in the Nanmuyuan Village of Badong County of Hubei Province.:作揖沱崩滑体是三峡工程库区重点勘察研究的崩滑体之一 ,位于湖北省巴东县楠木园乡长江南岸 ,距三峡工程坝址 83km,作揖沱崩滑体东西宽为 5 40~ 72 0 m,南北长为 2 80~ 40 0 m,前缘高程为 2 0 m(水下 ) ,后缘高程为 2 80 m,体积为 413。
英文短句/例句

1.The distribution law of slump-mass in Yingxiu-Beichuan fault zone映秀—北川断裂带沿线崩滑体分布规律浅析
2.Synthetic control techniques for the Yuhuangge landslide of the Three Gorges Reservoir三峡库区巫山玉皇阁崩滑体综合治理技术研究
3.Review on Comprehensive Treatment of Dayuanbao Landslide in Tingzikou Water Control Project亭子口水利枢纽工程大园包崩滑体综合治理施工综述
4.BASIC CHARACTERISTICS AND FORMATION MECHANISM OF COLLAPSED AND SLIDED DEBRIS MASS INDUCED BY XIAONANHAI EARTHQUAKE IN CHONGQING CITY重庆小南海地震崩滑体的基本特征及形成机制研究
5.Study on the Formation Mechanism and Stability of the Toppling-Thrusting Nappe-Sliding Geological Body;崩塌—推覆滑移地质体成因机理及其稳定性研究
6.Numerical simulation on response of buried pipeline induced by rock-fall transverse impaction崩滑岩体对埋地管线横向冲击作用的数值模拟
7.Hazard assessment of landslide and collapse in first-stage project of west line for water-transfer from south to north西线调水一期工程滑坡崩塌体灾害评价
8.The snow sometimes slips, forming snowslides.雪有时会滑落,造成雪崩。
9.The Stability Research of Jiuzi Collapse Accumulation Wanjiakouzi Hydropower Station in Yunnan Province云南万家口子水电站九子崩滑堆积体稳定性研究
10.Spatial distribution of rockfall and landslide mass in disaster areas of Wenchuan earthquake汶川地震受灾严重区域崩塌与滑坡体空间分布研究
11.Owing to long- time erosion by water, stone blocks collapse continuously at the bottom of the rock body, forming a vertical cliff.因岩体底部被水流常年冲刷,造成岩块不断崩塌滑落,形成垂直的悬崖。
12.A COLLAPSE LANDSLIDE OF MARCH 20.1904 AT BAIYA,GAOXIAN COUNTY,SICHUAN PROVINCE1994-03-20四川省高县白崖崩塌性滑坡
13.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
14.surface-controlled avalanche transistor可控表面雪崩晶体管
15.semiconductor avalanche photodiode半导体雪崩光电二极管
16.Determination method for in vitro disintegrating time of oral disintegrating tablets of Chinese herbal drug中药口崩片体外崩解时限测定方法的研究
17.The landslide mainly distributed in Cretacic sandrock area in Helong city .和龙市地质灾害主要为泥石流,其次是崩滑灾害。
18.Valuation and Inducement on Slump Geological Hazards of the Main City Zone in ChongQing;重庆市主城区崩滑地质灾害诱因及评价
相关短句/例句

rockfall[英]['r?kf?:l][美]['rɑk'f?l]崩滑体
1.Simulation of rockfall at Mingshan in Fengdu by discrete element method;丰都名山崩滑体失稳的离散元模拟
2.This paper introduced engineering geologic conditions of Baishapo rockfall in the Three Gorge reservoir area,analysed its formation mechanism and calculated its stability under main load compo.介绍了三峡库区白沙坡崩滑体工程地质条件,分析了其成因机制,计算了该崩滑体在多种工况下的稳定性,对其稳定性作出了评价,并给出了其防治措施的建议。
3)ancient crumble-sliding body古崩滑体
4)riverside slumping mass崩滑堆积体
1.Based on the analysis of the physical components,characteristics of the weak layer,the interface between the riverside slumping mass and bedrock and the characteristics of hydrogeology,combined with the numerical simulation and stability calculation,the variation of stability of the riverside slumping mass after the rising of the water level in the Three Gorges reservoir area is studied.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.The data of shear strength experiments of the landslide slip layer used in different methods in Huangtupo landslide riverside slumping mass are analyzed.分析了前期黄土坡滑坡临江崩滑堆积体对于滑带土采用不同方法进行抗剪强度试验的资料,结合反演分析成果,综合分析了黄土坡滑坡临江崩滑堆积体与基岩接触面软弱土层的抗剪强度,为崩滑堆积体稳定性评价提供了一定的依据。
5)landslide and collapse accumulation滑坡崩塌体
6)instability of the sliding mass崩滑体失稳
延伸阅读

崩崩1.象声词。弹拨弦乐器所发出的声响。