首页|软岩筑坝技术在黄石沟水库的应用

软岩筑坝技术在黄石沟水库的应用

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黄石沟水库大坝设计为黏土心墙堆石坝,上下游堆石区均为饱和抗压强度小于30 MPa的软岩筑坝.现场碾压试验确定堆石料碾压参数为虚铺108 cm,26 t振动平碾静碾2遍+振碾10遍.碾压试验实测干密度达到2.07 g/cm3左右,孔隙率达到18%左右,渗透系数达到8.9 × 10-2cm/s左右,各项指标均达到设计要求.截至目前,上游堆石料累计检测15次,平均孔隙率18.36%;下游堆石料累计检测10次,平均孔隙率18.28%.软岩筑坝要做好上坝材料质量检验,及时调整爆破参数,确保上坝材料级配、强度合格.
Application of Soft Rock Dam Construction Technology in Huangshigou Reservoir
The dam of Huangshigou Reservoir is designed as a clay core rockfill dam.The upstream and downstream rockfill areas are all soft rock dams with saturated compressive strength less than 30 MPa.The field rolling test determines that the rolling parameters of rockfill materials are 108 cm virtual paving,26 t vibration flat rolling static rolling 2 times+vibration rolling 10 times.The measured dry density of the rolling test reaches about 2.07g/cm3,the porosity reaches about 18%,and the permeability coefficient reaches about 8.9 x 10-2cm/s.All the indexes meet the design requirements.Up to now,the upstream rockfill has been tested for 15 times,with an average porosity of 18.36%.The downstream rockfill material was tested 10 times,and the average porosity was 18.28%.Soft rock dam construction to do a good job on the dam material quality inspection,timely adjustment of blasting parameters,to ensure that the dam material grading,strength qualified.

Reservoirearth-rock damsoft rockrolling test

蔺旭勃、尹俊文、刘阳

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中国水电建设集团十五工程局有限公司,陕西西安 710399

水库 土石坝 软岩 碾压试验

2024

陕西水利
陕西省城乡供水管理办公室

陕西水利

影响因子:0.185
ISSN:1673-9000
年,卷(期):2024.(5)
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