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首页> 外文期刊>Rock Mechanics and Rock Engineering >Block Slides on Extremely Weak Tectonic Clay Seams in Openly Folded Tertiary Mud-Rocks at Auckland and the Rangitikei Valley, North Island, New Zealand
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Block Slides on Extremely Weak Tectonic Clay Seams in Openly Folded Tertiary Mud-Rocks at Auckland and the Rangitikei Valley, North Island, New Zealand

机译:新西兰奥克兰北岛和兰吉蒂基山谷(Rangitikei Valley)公开折叠的第三级泥岩层中极弱的构造粘土层上的滑动块

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摘要

Block slides have developed on extremely weak, thin clay seams of tectonic origin, parallel to bedding in gently dipping sandstones and mudstones of Tertiary age. Two areas of noted instability are investigated at Auckland and the Rangitikei valley. Dimensions range from 100 m across x 100 m long for short displacement block slides up to 4 km across x 3 km long for large landslide complexes in which block slides are a major component. Displacements of blocks range from incipient (cm) through short (30 m) to 2 or 3 km for large slides. Many of the Auckland slides are dormant but likely to move in a 2000 year return period earthquake or 100 year high intensity rain storm. At Rangitikei there are many active, younger slides. Sliding rates for active failures vary from a few cm/year to 50 m in 30 min. Host rocks are weak to very weak clayey sandstones and sandy mudstones. The seams are rich in smectite. They have polished and crushed walls, may have slickensides and some contain rounded rock fragments. Laboratory shear strength of the seams is 13 kPa cohesion and 13A degrees friction, with a lower bound of 8A degrees at zero cohesion. Strength is increased at the field scale by waviness, steps and splays. Continuity can be demonstrated over distances of hundreds of metres. Key investigation methods were mapping, shafts and trenches. Tectonic uplift, folding and faulting of the weak Tertiary strata and river down-cutting are perpetuating block slide development.
机译:块状滑道是在构造起源极其薄弱的粘土煤层上形成的,与第三纪年龄的缓倾砂岩和泥岩中的地层平行。在奥克兰和朗吉蒂基山谷调查了两个明显不稳定的地区。对于短位移块状滑坡,尺寸范围从100 m跨度x 100 m长,对于大型滑坡综合体(其中块状滑坡是主要组成部分),尺寸范围为4 km x 3 km。块的位移范围从初始(cm)到短(30 m)到大型幻灯片的2或3 km。奥克兰的许多滑坡都处于休眠状态,但很可能会在2000年的回归期地震或100年的高强度暴雨中移动。在朗基蒂基(Rangitikei),有许多活跃的年轻幻灯片。主动失效的滑移率在30分钟内从几厘米/年到50 m不等。基质岩是弱到极弱的粘土质砂岩和砂质泥岩。接缝富含蒙脱石。他们的墙壁打磨和压碎,可能有光滑的石块,有些还包含圆形的岩石碎片。接缝的实验室剪切强度为13 kPa内聚力和13A度摩擦力,在零内聚力下限为8A度。波浪,台阶和张开使力量在田间规模上得到增强。连续性可以证明数百米的距离。关键调查方法是测绘,竖井和沟渠。弱第三纪地层的构造抬升,褶皱和断层以及河道的下陷使块状滑坡得以持续发展。

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