Centrifuge Modeling of Rock Slopes Susceptible to Block Toppling

Summary This paper presents the results of centrifuge tests that were aimed at validating the Goodman-Bray method for rock slope toppling analysis. The Goodman-Bray method was extended by the authors to accommodate non-persistent basal planes of rock columns. Two gypsum column models, with and without anchors were used to represent the failure modes. Measured critical centrifuge accelerations were in agreement with the results obtained from numerical modeling. A background of the toppling slope failures associated with a large hydropower project in China instigated the need for the centrifuge study. The centrifuge model tests used an artificial rock. The observed failure mode did not follow a straight failure plane as proposed by Goodman and Bray. The failures revealed a bi-planar slip surface with a deep-seated portion near the toe of the slope. The outcomes of the centrifuge tests illustrated the need to search for the critical failure surface when performing a toppling analysis. The search technique is similar to that usually performed in a conventional sliding analysis.     

Micro-sheeting of granite and its relationship with landsliding specifically after the heavy rainstorm in June 1999, Hiroshima Prefecture, Japan

Certain types of granite in mountainous areas are microscopically sheeted to a depth of 50 m due to unloading under the stress field that reflects slope morphology. Micro-sheets generally strike parallel to major slope surfaces and gently dip downslope, forming cataclinal overdip slopes. The cataclinal overdip slope accelerates creep movement of micro-sheeted granite, which in turn loosens and disintegrates granite via the widening or neoformation of cracks, probably in combination with stress release, temperature change, and changes in water content near the ground surface. The surface portion of micro-sheeted granite is thus loosened with a well-defined basal front, which finally slides in response to heavy rain. Innumerable landslides of this type occurred in Hiroshima Prefecture, western Japan, following the heavy rainstorm of 29 June 1999. Following such landslides, the weathering of micro-sheeted granite exposed on the landslide scar recommences, setting the stage for future landslide.     

数字地图制图中多源数据(资料)的综合应用

探讨了数字地图制图中多源数据综合应用的技术方法,主要内容包括多源数据(资料)的分类、分析与评价;数据获取和基本的处理方法。最后介绍了利用TM影像、全国公路网GPS测量数据和数字海图等几种数据源制作1∶25万协同图的相关情况。     

比值—特征主成分混合分析提取金矿蚀变信息：以赣南遂川地区为例

在分析与金矿有关的两类蚀变岩的ＴＭ波谱特征的基础上,以赣南遂川地区为实验区,利用比值－特征主成分混合分析进行了金矿蚀变岩信息提取,为找矿预测和野外工作指明了方向。     

河道洪水反流向演算过程迭代方法

在流域防洪调度中需要考虑河槽的调蓄作用,河道洪水反流向演算可以简化河库联合调度模型的求解;马斯京根法是河道洪水演算的常用方法,但不能直接用于解决洪水反流向演算问题;提出了马斯京根法和迭代试算相结合的过程迭代算法;实例表明方法是实用有效的。     

青海省都兰县五龙沟金矿床矿体富集规律及其预测效果

五龙沟金矿床是东昆仑成矿带内典型的金矿床,该矿床主要受三条NW-SE向的大型韧性剪切带控制,矿体集中赋存于14条次级含金破碎蚀变带中。通过对五龙沟金矿床地质特征、控矿构造、矿体富集规律、富集标高的研究,认为矿区内韧性构造控矿则矿体长轴与运动方向一致,而脆性断裂控矿则矿体长轴与运动方向垂直。据此提出了新的预测区,经工程验证,取得了显著的效果。表明五龙沟金矿深部和外围仍具有较大的找矿潜力,为下一步找矿指明了方向。     

关于应用第二次土地调查成果联合开展农村宅基地权属调查及规范农民建房摸底调查的全新工作方法

以广州增城市为例,介绍了应用第二次土地调查成果联合开展农村宅基地权属调查及规范农民建房摸底调查的一种全新工作方法,通过实践应用,得出联合调查这一新方法可以极大地加快工作进度,提高成果质量,节约政府财政成本,减少扰民.     

节理裂隙边坡锚注加固机制及特性研究

本文通过对节理裂隙边坡锚注加固模型的力学推导,得出锚注加固工法可以提高岩石边坡弱面抗剪强度和抗剪刚度的结论;指出锚注结构可以充分发挥锚杆和注浆体各自的材料潜能,从而避免锚杆单独作用所存在的弊端;结合某高速公路边坡加固工程,阐述了锚注加固工法的技术特点及工艺流程,指明压力注浆可以针对边坡岩体的薄弱环节,直接进行有效的处理,使边坡的稳定性得以提高,并就边坡锚注加固施工中存在的技术问题,提出相应的处理措施.     

CFRP加固一字形竖缝耗能预制剪力墙抗震性能研究

以一字形竖缝耗能预制剪力墙作为研究对象,设计了3个装配式剪力墙试件及1个现浇剪力墙对比试件,进行低周往复荷载试验,并对破坏墙体进行CFRP加固,再次进行拟静力试验。试件变化参数包括轴压比、混凝土强度等级及配筋率,对比分析加固前后试件滞回性能、刚度退化、承载力和耗能能力等性能。试验结果表明,与现浇剪力墙相比,一字形竖缝耗能预制剪力墙工作性能良好,阻尼器屈服耗能提高了试件整体工作性能;CFRP加固可有效抑制墙体斜裂缝的发展,对墙体承载力及耗能能力均有显著改善作用;各试件均满足剪力墙弹塑性层间位移角限值要求,延性较好;试件整体表现出良好的抗震性能。