鞍山某基坑支护工程事故分析

论述了鞍山某基坑支护工程设计参数的选取与加固措施,分析了出现事故及险情的原因,总结了鞍山地区基坑支护设计与施工的经验和教训。     

Quantitative geomorphological analysis of drumlins in the Peterborough drumlin field,Ontario, Canada

Drumlins are enigmatic subglacial landforms that have been interpreted to form by a number of processes, including incremental accumulation of till, erosion of previously deposited sediment, catastrophic meltwater floods, and sediment deformation. However, relatively little is known about the controls on drumlin formation, such as spatially variable glacial processes or substrate characteristics, and how these controls may be identified from variations in drumlin morphology within a single drumlin field. This paper explores a computational method that allows identification of drumlins and extraction of their morphological characteristics from existing topographic digital data for a portion of the Peterborough drumlin field in Ontario, Canada. Spatial and non‐spatial analysis of the form and distribution of drumlins across the study area identifies drumlin characteristics such as size, elongation ratio, symmetry and long axis orientation and shows that drumlins are not randomly distributed across the region and their form characteristics have distinct regional trends. Kernel density analysis is used to identify the regional trends in drumlin characteristics. Factors that appear to influence the form and distribution of drumlins in the study area include sediment thickness, length of time beneath the ice, ice velocity and direction of ice movement. The distribution of particularly well developed asymmetric and elongate drumlins coincides with the location of a broad bedrock low and is interpreted to identify the former location of a fast‐flowing ice stream.     

乌池坝隧道围岩不定位块体稳定性分析

乌池坝隧道是沪蓉西高速公路恩施至利川段的控制性工程。随着隧道的开挖,岩体沿其切割结构面或临空面产生整体或局部移动,导致围岩失稳而不能施工。针对隧道施工揭露的围岩地质信息,通过几何分析和力学分析,研究该隧道ZK259＋738-ZK259＋768段围岩不定位块体的空间分布,识别关键块体及其破坏类型,并对比运用UNWEDGE软件建立了该段隧道和围岩块体的三维模型,对其中关键块体进行稳定性评价,计算加固所需的锚固力。研究表明,在超前预报中根据隧道施工的围岩地质信息可以有效地识别围岩块体,获得不定位块体分布状况、查明关键块体,在工程实际块段能确定相应块体稳定性系数及工程安全所需锚固力。