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PK264抗滑框架桩施工技术总结
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作者 董付杰 《科技信息》 2011年第7期325-326,333,共3页
阿尔及利亚东西高速公路项目M1标段PK264+033~PK264+313段工程地质情况:地表层是粘土,下层是泥灰岩,为崩积地带和不稳定倾斜地层,整体稳定性差。地层经扰动后极不稳定,易滑坡,经对加长锚杆锚固、坡率放缓开挖、抗滑框架桩等三种设计方... 阿尔及利亚东西高速公路项目M1标段PK264+033~PK264+313段工程地质情况:地表层是粘土,下层是泥灰岩,为崩积地带和不稳定倾斜地层,整体稳定性差。地层经扰动后极不稳定,易滑坡,经对加长锚杆锚固、坡率放缓开挖、抗滑框架桩等三种设计方案比选,为保证道路安全增加整体稳定性,并减少开挖方量,此处采用抗滑框架桩方案施工。 展开更多
关键词 不稳定倾斜地带 抗滑框架桩 施工技术
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A study on responses of soil erosion and sediment yield to closing cultivation on sloping land in a small catchment using (137)Cs technique in the Rolling Loess Plateau, China 被引量:7
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作者 FENGMingy D.E.Walling +1 位作者 ZHANGXinbao WENAnbang 《Chinese Science Bulletin》 SCIE EI CAS 2003年第19期2093-2100,共8页
Abstract By comparison of volumes and 137Cs contents of the deposited sediments before and after 1993, changes of specific sediment yields and relative sediment contributions from the gully area and from the inter gul... Abstract By comparison of volumes and 137Cs contents of the deposited sediments before and after 1993, changes of specific sediment yields and relative sediment contributions from the gully area and from the inter gully area after closing cultivation on the later area on a small catchment of Zhaojia Gully, in the Rolling Loess Plateau, are analyzed in this paper. Closing cultivation in a large scale has not resulted in decrease but increase of specific sediment yield of the catchment, in sharp decrease of the sediment yield and the relative sediment contribution of the inter-gully area, and in increase of the sediment yield and the contribution of the gully area, for a short term. The mean specific sediment yield of 29650 t km-2 a-1 of 1994—1996 in the catchment was 2.2 times the average value of 13413 t km-2 a-1 for a long term. The specific sediment yield of the inter-gully area decreased from the 14335 t km-2 a-1 in 1994 to 7034 t km-2 a-1 in 1995 and 3517 t km-2 a-1 in 1996, while the yield of the gully area varied between 44944 and 62136 t km-2 a-1 during the period of 1994—1996 which was much greater than the value of 21118 t km-2 a-1 before 1993. The relative sediment contribution from the inter-gully area decreased from 23% in 1994 to 15% in 1995 and 6% in 1996, while the contribution from the gully area increased from 77% in 1994 to 85% in 1995 and 94% in 1996. It is suggested that compacting of ploughed soils resulted in increasing of the erosion resistance but in decreasing of the precipitation infiltration, therefore, the soil erosion reduced but the runoff amount increased on the inter-gully area. Increase of delivering runoff from the inter-gully area to the gully area should result in activeness of gully erosion and mass movements, consequently, in increase of the total sediment yield from the catchment. 展开更多
关键词 沉积量 土壤侵蚀 倾斜地带 汇水盆地 137Cs 起伏黄土高地 沉积作用
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