徽杭高速公路屯溪至昱岭关段K41＋900大阜滑坡稳定性评价及防治措施  

作　　者：江功炳[1] 樊辉然[1] 李德成[1] 

机构地区：[1]安徽省地质矿产勘查局322地质队,安徽黄山245000

出　　处：《商品与质量（房地产研究）》2011年第7期81-84,共4页The Merchandise and Quality

摘　　要：大阜滑坡位于安徽省黄山市歙县境内经勘察后，发现该滑坡目前正处于蠕滑变形阶段，属于岩质工程性滑坡，且该滑坡坡体内裂隙极为发育，是导致滑坡在大雨后出现大面积失稳的主要原因，本文以大阜滑坡为例，运用反演法推算土力学参数，然后在此基础上，运用传递系数法，定量的分析了滑坡的稳定性，并根据目前掌握的公路边坡防治措施和当地已有的边坡防治经验，提出对该滑坡的相关防治对策及建议。The da fu landslide is located within the boundaries of Anhui Province Huangshan Mountain city the county, after the reconnaissance, discovered this lands/ide is being at the creep distortion stage at present, belongs to the crag nature project landslide, also this landslide slope in vivo crevasse grows extremely, is causes the landslide to appear the big area jitter a^er the heavy rain the primary cause, this article take the big fu landslide as the example, the utilization method of inversion calculation soil mechanics parameter, then in this foundation, the utilization transmission method of correlates, the quota analysis landslide stability, and the road side slope preventing and controlling measure and the locality which grasped according to at present already the side slope preventing and controlling experience which had, proposed to this landslide correlation preventing and controlling countermeasure and the suggestion.

关 键 词：滑坡 稳定分析及评价 防治对策 防治建议 

分 类 号：P642.22[天文地球—工程地质学]