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毕机沟排土场渗流场分析
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作者 尚庆森 顾世乾 《云南冶金》 2023年第5期48-54,共7页
为了分析降雨对毕机沟排土场渗流场的影响,采用筛分法得到排土场散体岩土块度分布规律,再利用Geo-Slope软件中的Van Genuchten模块建立排土场渗流数值模型,模拟出毕机沟排土场A-A、B-B、C-C三个剖面在正常工况、降雨1、3、7及15天后排... 为了分析降雨对毕机沟排土场渗流场的影响,采用筛分法得到排土场散体岩土块度分布规律,再利用Geo-Slope软件中的Van Genuchten模块建立排土场渗流数值模型,模拟出毕机沟排土场A-A、B-B、C-C三个剖面在正常工况、降雨1、3、7及15天后排土场边坡基质吸力分布及浸润线变化情况,分析其内部渗流场,得出该排土场边坡一般在降雨结束约(1~3) d后,坡内暂态饱和区基本消失,地下水位线局部区域有所抬高,而降雨15 d后地下水位基本恢复至降雨前的水平。 展开更多
关键词 降雨 排土场 岩土块度 渗流场 Geo-Slope软件
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Shear strength features of soils developed from purple clay rock and containing less than two-millimeter rock fragments 被引量:1
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作者 ZHONG Shou-qin ZHONG Mang +2 位作者 WEI Chao-fu ZHANG Wei-hua HU Fei-nan 《Journal of Mountain Science》 SCIE CSCD 2016年第8期1464-1480,共17页
Soil shear strength is an important indicator of engineering design and an essential parameter of soil precision tillage and agricultural machinery and equipment design. Although numerous studies have investigated the... Soil shear strength is an important indicator of engineering design and an essential parameter of soil precision tillage and agricultural machinery and equipment design. Although numerous studies have investigated the characteristics of different soil shear strengths, only a few of these works have paid attention to soils containing considerable quantities of rock fragments. To date, most studies on the effects of rock fragments on the shear strength have paid attention to the role of rock fragments with sizes 〉2 mm. The effects of rock fragments 〈2 mm in soil are generally ignored. Similar to rock fragments 〉2 ram, the presence of rock fragments 〈2 mm could also change the mechanical properties of soils. Thus, in the present study we evaluated the potential influence of 〈2 mm rock fragments on soil shear strength via an unconsolidated undrained (UU) triaxial compression test. Our results were as follows: (1) A certain quantity of 〈2 mm rock fragments presented in purple soils developed from clay rocks; and an appropriate quantity of 〈2 mm rock fragments could improve the shear strength of soils. (2) The different PSDs of soils containin 〈2 mm rock fragment mainly caused variations in the internal friction angle of soils. (3) The shear strengths of the two mudstone-developed red-brown and gray-brown purple soils was more sensitive to water than that of the shale-developed coarse-dark purple soil. As the soil water content increased from 9% to 23%, the changes in the cohesion, internal friction angle, shear strength, and the maximum principal stress difference were smaller in the coarse dark purple soil than in the two other soils. We therefore concluded that 〈2 mm rock fragments in purple soils exerted important effects on soil shear strength. A better understanding of the differences among the shear strength features of purple soils could help improve the design of agricultural machinery and equipment. 展开更多
关键词 Shear strength Purple soils Rockfragments Particle size distribution (PSD) Soil watercontent Triaxial test
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