2) 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。
3) Zuoyituo landslide
作揖沱崩滑堆积体
1.
Stability assessment and prevention methods of Zuoyituo landslide;
作揖沱崩滑堆积体稳定性评价及防治对策
4) collapse deposits
崩塌堆积
1.
The collapse deposits of the 3 scenic .
结果发现组成水湫池堰塞坝的沉积物具有典型的泥砾结构;堰塞坝体外围的崩塌堆积,不仅是多期和多种成因崩塌活动的结果,而且现存的崩积砾石都覆盖在堰塞坝表面的古地形面上,层序关系表明其形成时间晚于堰塞坝。
5) Collapse accumulation
崩塌堆积体
1.
Through the slope safely monitoring in Jin anqiao Hydropower Station,it is shown that the influence upon the stability of slope of B20 collapse accumulation from the excavation shear pin of the lower retaining wall and the rainfall in flood period is very sensitive,and the deformation characteristics and instability mechanism of slope of the accumulation are analyzed.
金安桥水电站边坡安全监测表明:左岸B20崩塌堆积体边坡的稳定性受下部挡墙基坑开挖切脚及汛期降雨影响十分敏感,分析了堆积体边坡的变形特征和失稳机理。
补充资料：崩崩
1.象声词。弹拨弦乐器所发出的声响。
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