价值工程
價值工程
개치공정
VALUE ENGINEERING
2015年
14期
227-229
,共3页
滑坡%形成过程%演化机制%防治措施
滑坡%形成過程%縯化機製%防治措施
활파%형성과정%연화궤제%방치조시
landslide%formation process%evolution mechanism%prevention measures
通过对工程区区域地质环境、滑坡所在山体基本地质条件研究,分析了该滑坡的成因机制,认为滑坡体的形成历史与河流的发育过程紧密联系及特殊的岩性组合造就了该区特殊的河谷形态,并提供了广阔的第四系物质赋存空间,并进而演化形成了现有的崩塌体空间形态和变形表象;在深入分析该滑坡基本特征的基础上,以地形地貌、变形迹象及物质组成差异性为依据,对该滑坡变形机理进行论述,重点评价影响堆积体稳定性的诱发因素,结果表明,堆积体滑坡的变形机制是受粘土层的控制,堆积体在地下水的长期作用下产生蠕滑—拉裂变形,并具有牵引式破坏的典型特征,最后提出了相应的工程措施。
通過對工程區區域地質環境、滑坡所在山體基本地質條件研究,分析瞭該滑坡的成因機製,認為滑坡體的形成歷史與河流的髮育過程緊密聯繫及特殊的巖性組閤造就瞭該區特殊的河穀形態,併提供瞭廣闊的第四繫物質賦存空間,併進而縯化形成瞭現有的崩塌體空間形態和變形錶象;在深入分析該滑坡基本特徵的基礎上,以地形地貌、變形跡象及物質組成差異性為依據,對該滑坡變形機理進行論述,重點評價影響堆積體穩定性的誘髮因素,結果錶明,堆積體滑坡的變形機製是受粘土層的控製,堆積體在地下水的長期作用下產生蠕滑—拉裂變形,併具有牽引式破壞的典型特徵,最後提齣瞭相應的工程措施。
통과대공정구구역지질배경、활파소재산체기본지질조건연구,분석료해활파적성인궤제,인위활파체적형성역사여하류적발육과정긴밀련계급특수적암성조합조취료해구특수적하곡형태,병제공료엄활적제사계물질부존공간,병진이연화형성료현유적붕탑체공간형태화변형표상;재심입분석해활파기본특정적기출상,이지형지모、변형적상급물질조성차이성위의거,대해활파변형궤리진행논술,중점평개영향퇴적체은정성적유발인소,결과표명,퇴적체활파적변형궤제시수점토층적공제,퇴적체재지하수적장기작용하산생연활—랍렬변형,병구유견인식파배적전형특정,최후제출료상응적공정조시。
Due to the study of the project area regional environmental geology, basic geological conditions of the mountain accumulation body, the genetic mechanism of the accumulation of body was analyzed. It is thought that the closely connection between the history of formation of the landslide dam and the development process of river, and the special litho logy combination created the special form of river valley, provide a broad space for quaternary matter occurrence, and formed the existing body space form the collapse and deformation. Based on the analysis of the basic characteristics of the pile, taking topography, deformation signs of damage and material composition of differences as the basis, the deformation mechanism of landslides was discussed, the induced factors of the deposit stability are mainly accumulated. The results show that the deformation mechanism of landslide deposit is controlled by clay layer, the deposit crept and ripped by the long-term effects of underground water, it has the typical characteristics of pull-type destruction. Finally, the corresponding engineering measures are put forward.