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Weathering distribution in a steep slope of soft pyroclastic rocks as an indicator of slope instability

机译:软火山碎屑岩陡坡上的风化分布是边坡失稳的指标

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Weathering of rocks on steep slopes influencesslope instability and sometimes leads o slope failure during heavyrainfall. To determine the weathering intensity of hillslope rocksand its inward change from the slope surface, measurements of thepenetrative hardness of rocks, which correlates with their strength,were made in some slopes composed of soft pyroclastic rocks onKyushu Island, Japan. A gradual reduction in hardness from theinterior to the slope surface was recognized within slopes. Thehardness change was almost concordant with changes in otherweathering indices, such as rock color, clay minerals and apparent grain size.The weathered zone indicated by the reduction in hardness was1-2m thick at the foot of steep slopes, which are frequentlysubjected to gullying and surface failures, whereas the zone was 7-8m thick at slope summits, which are gentle and stable for a longperiod, Although the inward change in hardness was gradual on allparts of a slope, the change was marked on the foot-slope, wherethe strength contrast between weathered and non-weathered rockwas greater. The thickness of the weathered zone on the foot-slope,therefore, controls the volume of failed materials when a failureoccurs. The difference in weathered thickness between the foot andthe summit of a slope much affects the style of failure in general,and consequently shapes the characteristics configuration of slopesin this region. The estimated weathering rate on a slope surface based onhardness distribution was on the order of 10-2 to 100 cm year-1,assuming a constant rate. This rate is far greater than that of otherrocks. Therefore, the frequent occurrence of slope failures in thisregion was attributed to this rapid weathering.
机译:陡坡上的岩石风化影响坡度的不稳定性,有时会导致暴雨期间的坡度破坏。为了确定山坡岩石的风化强度及其从斜坡表面向内的变化,在日本九州岛的一些由软火山碎屑岩组成的斜坡上,测量了岩石的渗透硬度,使其与强度相关。在斜坡内,从内部到斜坡表面硬度逐渐降低。硬度变化与岩石,颜色,粘土矿物和表观晶粒度等其他风化指数的变化几乎一致。在陡坡脚下,硬度降低所指示的风化带厚度为1-2m厚,这经常受到沟壑和地面的影响破坏,而坡顶的区域为7-8m厚,在很长一段时间内都是平缓而稳定的。尽管在斜坡的所有部分上,硬度的向内变化是逐渐的,但在坡度上却有明显的变化,强度对比风化和非风化岩石之间的距离更大。因此,当出现故障时,脚坡上的风化区的厚度可以控制故障材料的数量。斜坡和脚的顶部之间的风化厚度差异通常会极大地影响破坏的样式,从而影响该地区斜坡的特征构造。假设硬度恒定,根据硬度分布估算的坡面风化速率约为10-2至100 cm year-1。这个比率远高于其他岩石。因此,该地区频繁发生边坡破坏是由于这种快速的风化作用。

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