FACTORS INFLUENCING SHEAR STRENGTH AND SLOPE FAILURES IN BASALT SOILS OF NORTH EASTERN NEW SOUTH

Steven R Morton

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FACTORS INFLUENCING SHEAR STRENGTH AND SLOPE FAILURES IN BASALT SOILS OF NORTH EASTERN NEW SOUTH

机译：新南北部北部玄武岩土壤中抗剪强度和边坡破坏的影响因素

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Landslides are a common feature of the basalt terrain or north eastern New South Wales. Failures typically occur through residual soil layers, at strength between the peak soil substance strength and typical residual strength values. Shear strength on soil fissures approach residual strength. Failure therefore seems to occur through a combination of turbulent or rolling shear of the soil substance and sliding shear on fissure surfaces. Fissure properties such as surface condition continuity, spacing and orientation need to be observed when investigating sites in the area, or similar geological terrains to allow consideration of likely influence on overall soil mass strength.

机译：滑坡是玄武岩地形或新南威尔士州东北部的共同特征。破坏通常发生在残留土层上，强度在土壤物质峰值强度和典型残留强度值之间。土壤裂缝的抗剪强度接近残余强度。因此，似乎是由于土壤物质的湍流或滚动剪切与裂隙表面上的滑动剪切的结合而发生了破坏。在调查该地区或类似地质地形的地点时，必须观察到诸如表面条件连续性，间距和方向之类的裂隙特性，以便考虑可能对整体土壤质量强度的影响。

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《Australian Geomechanics》 |2001年第2期|共6页
作者
Steven R Morton;
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正文语种 eng
中图分类地质力学;
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FACTORS INFLUENCING SHEAR STRENGTH AND SLOPE FAILURES IN BASALT SOILS OF NORTH EASTERN NEW SOUTH

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