settlement slope的例句大全

The practice indicates that if the change of the slope in length and breadth of road surface is under 0.5%, the problems above can be avoided, and this can be taken as the control criterion of discrepancy settlement of road widening engineering.

实践表明，当路堤纵横坡的改变量小于0.5%时，能有效的避免上述问题的产生，并以此作为拼接拓宽工程的差异沉降控制标准。

Wetting will cause localized stress level enhance, consequently which can induce the slope collapse. 5. Research on calculating method of creep settlement after construction and compression settlement for loess-high fill embankment itself.

空间效应对路堤沉降及土体应力分布产生一定影响，湿化将引起路堤局部应力水平的提高，从而产生边坡失稳。5.黄土高路堤自身压缩沉降计算及工后蠕变计算的研究。

Examples are given to explain how different types of groundwater affect the construction environment in city areas, including causing slope instability, ground collapse in karst areas, and differential settlement of foundations in soft soil.

以实例说明各类地下水对城市建设环境的影响，并引发斜坡失稳、岩溶地面塌陷、软土地基不均匀沉降等灾害。

It is found that ground slope and the distance to rivers affect the distribution of settlement sites. In each study region, the sites are basically located within the zone with the ground slope of less than 3 degrees and less than 600 meters to the rivers.

地面坡度、距水系的距离都会对聚落的分布产生一定的影响，各研究区域中的聚落基本上都分布于地面坡度小于3°、距离水系600米以内的地带。

Test results showed: the root of the rock-soil filled roadbed failure is mostly asymmetry settlement and slope slide, the final failure mode could come down to slope slide and portrait craze caused by asymmetry settlement.

研究结果表明，土石混填路基的破坏主要源于坡脚失稳和不均匀沉降，最终的破坏模式可归结为路基边坡的滑塌和不均匀沉降导致的路基纵向开裂。

Influence prediction and evaluation of Xiaolangdi reservoir slope sloughing on migration settlement

小浪底水库塌岸对库区移民新址区影响预测评价

vertical drainage channels were applicable to be treated as the medium of strong permeation during the settlement calculation of roadbed and applicable to be treated as negative pressure boundary conditions for calculating horizontal displacement at the slope toe of roadbed.

建议在进行沉降计算时，可将竖向排水通道作为渗透性很强的介质，而在进行坡脚处水平位移计算时，宜将之作为负压边界。

horizontal displacement of foundation near slope toe and settlement of foundation under embankment are main failure reasons and whether embankment is reinforced or not, spacing of geogrid and grade of slope have no influence on displacement distribution characteristics of foundation.

在边坡坡脚浸水的情况下，地基土体在边坡坡脚附近的推移以及在路堤下部的沉降是路堤破坏的主要原因，有无加筋、加筋密度和边坡坡度对地基土体位移的分布特性影响不大。