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仪陇县马鞍中学滑坡灾害工程地质勘察报告滑坡是一种常见的地质灾害,常常会淹没村庄,摧毁厂矿、堵塞江河、损坏农田和森林等,从而给人民的生命财产带来巨大损失。本文通过钻探、坑探...
仪陇县马鞍中学滑坡灾害工程
地质勘察报告
滑坡是一种常见的地质灾害,常常会淹没村庄,摧毁厂矿、堵塞江河、损坏农田和森林等,从而给人民的生命财产带来巨大损失。本文通过钻探、坑探等手段对马鞍中学滑坡进行工程地质勘察;查明该区位于四川盆地东北部边缘,属新华夏系四川沉降带的川中褶皱带。构造上位于仪陇背斜东翼,区内构造简单,形态单一,一般无明显线形构造,断裂不发育;滑坡区范围内出露地层主要为侏罗系上统蓬莱镇组上段(J¬3p2),地表为第四系全新统滑坡堆积层(Q4del)及第四系全新统残坡积层(Q4el+dl);马鞍中学滑坡属松散土层牵引式蠕滑滑坡;根据勘察结果假设滑面呈折线形;稳定性计算采用折线型滑动面计算公式,剩余下滑力计算按传递系数法对滑坡稳定性加以试算,得出滑坡在天然和暴雨状态下均处于不稳定状态;然后提出适当的治理方案建议,即抗滑桩或者抗滑桩与挡土墙共同使用。
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地质勘察报告
滑坡是一种常见的地质灾害,常常会淹没村庄,摧毁厂矿、堵塞江河、损坏农田和森林等,从而给人民的生命财产带来巨大损失。本文通过钻探、坑探等手段对马鞍中学滑坡进行工程地质勘察;查明该区位于四川盆地东北部边缘,属新华夏系四川沉降带的川中褶皱带。构造上位于仪陇背斜东翼,区内构造简单,形态单一,一般无明显线形构造,断裂不发育;滑坡区范围内出露地层主要为侏罗系上统蓬莱镇组上段(J¬3p2),地表为第四系全新统滑坡堆积层(Q4del)及第四系全新统残坡积层(Q4el+dl);马鞍中学滑坡属松散土层牵引式蠕滑滑坡;根据勘察结果假设滑面呈折线形;稳定性计算采用折线型滑动面计算公式,剩余下滑力计算按传递系数法对滑坡稳定性加以试算,得出滑坡在天然和暴雨状态下均处于不稳定状态;然后提出适当的治理方案建议,即抗滑桩或者抗滑桩与挡土墙共同使用。
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Ma Yi Longxian secondary landslide hazard project
Geological Survey report
Landslide is a common geological disasters, often submerged villages, the destruction of factories and mines, plug the rivers, damage to farmland and forests, so as to give people's lives and property brought about enormous losses. By drilling, exploration pit on the saddle, and other means of a secondary landslide geological prospecting works; identify the area in the northeastern edge of Sichuan Basin, China is a new settlement with the Department of the Sichuan-fold in the zone. Construction on the anticline in Yilong East, the region simple structure, form a single, generally no linear structure, not of fault; landslide area exposed strata of the Jurassic mainly on the EC group on the town of Penglai (J ¬ 3p2 ), The surface of the new Commission for the fourth landslide accumulation layer (Q4del) and the fourth of the new residual slope of the EC (Q4el + dl); saddle is a secondary landslide loose soil traction-creep landslide, according to survey results assume that Waterloo broken line; stability of a broken line calculation formula-slip surface, the remaining decline of the transfer coefficient calculated according to the law landslide stability to the spreadsheet, that landslides and heavy rain in the natural state of instability in both the state and then To make appropriate recommendations governance programmes, anti-slide pile or anti-slide pile retaining wall and the shared use.
Ma Yi Longxian secondary landslide hazard project
Geological Survey report
Landslide is a common geological disasters, often submerged villages, the destruction of factories and mines, plug the rivers, damage to farmland and forests, so as to give people's lives and property brought about enormous losses. By drilling, exploration pit on the saddle, and other means of a secondary landslide geological prospecting works; identify the area in the northeastern edge of Sichuan Basin, China is a new settlement with the Department of the Sichuan-fold in the zone. Construction on the anticline in Yilong East, the region simple structure, form a single, generally no linear structure, not of fault; landslide area exposed strata of the Jurassic mainly on the EC group on the town of Penglai (J ¬ 3p2 ), The surface of the new Commission for the fourth landslide accumulation layer (Q4del) and the fourth of the new residual slope of the EC (Q4el + dl); saddle is a secondary landslide loose soil traction-creep landslide, according to survey results assume that Waterloo broken line; stability of a broken line calculation formula-slip surface, the remaining decline of the transfer coefficient calculated according to the law landslide stability to the spreadsheet, that landslides and heavy rain in the natural state of instability in both the state and then To make appropriate recommendations governance programmes, anti-slide pile or anti-slide pile retaining wall and the shared use.
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