复杂地层暗挖隧道穿越人行天桥施工技术

以正在建设中的北京地铁十号线双井一劲松区间工程暗挖隧道为例，叙述了浅埋隧道穿越人行天桥的施工技术，并通过监控量测对该技术进行了检验。     

单液硅化灌浆法加固豫西湿陷性黄土地基施工技术和质量控制

通过总结单液硅化灌浆法加固豫西三门峡地区湿陷性黄土地基的多个成功工程实例,介绍了该法加固本地区湿陷性黄土地基施工工艺及施工质量控制措施。     

长江口岸带冲淤及后备土地资源的沉降效应——以上海崇明东滩为例

长江口入海泥沙的淤积是上海后备土地资源的重要来源，分析岸带冲淤的演变．有助于对岸带经济圈特别是围垦促淤地区因经济工程活动引发的地面沉降问题的剖析。本文以上海崇明东滩为例，分析30年来的冲淤变化及未来趋势，并据此对新近沉积土的地面沉降效应作简要阐述。     

北京沙河地区地面沉降及抗浮设防水位的探讨

论述了北京沙河高教园区项目在建设中将遇到的地面沉降及抗浮设防水位的确定问题,并提出了相应的解决措施。     

地面沉降的预测与防治措施

在总结国内各主要地面沉降区现状及成因的基础上,探讨了地面沉降的机理,重点利用灰色系统理论研究了地面沉降和地下水之间的相互关系,以沧州地面沉降中心为例建立了带有时间延迟的多项式拟合公式并对其地面沉降进行了预测,最后提出了地面沉降的防治措施.     

潜蚀作用导致岩溶塌陷地质灾害的实例分析

淳安县某村于2005年2月初发生民房墙体开裂、地面裂缝、砼路面层与路基脱开、施工缝拉裂等地质灾害现象。从破坏特征看,该灾害应属于地面沉降,但却不具备发育通常概念“地面沉降”的地质环境条件。文章根据灾害区附近灰岩溶洞较发育、表部松散层厚度较大等条件,认为灾害由地下水潜蚀作用引起,并试图恢复其作用机制。指出如不加以治理,可能造成灾难。     

Sheetflow fluvial processes in a rapidly subsiding basin, Altiplano plateau, Bolivia

Although facies models of braided, meandering and anastomosing rivers have provided the cornerstones of fluvial sedimentology for several decades, the depositional processes and external controls on sheetflow fluvial systems remain poorly understood. Sheetflow fluvial systems represent a volumetrically significant part of the non‐marine sedimentary record and documented here are the lithofacies, depositional processes and possible roles of rapid subsidence and arid climate in generating a sheetflow‐dominated fluvial system in the Cenozoic hinterland of the central Andes. A 6500 m thick succession comprising the Late Eocene–Oligocene Potoco Formation is exposed continuously for >100 km along the eastern limb of the Corque syncline in the high Altiplano plateau of Bolivia. Fluvial sandstone and mudstone units were deposited over an extensive region (>10 000 km²) with remarkably few incised channels or stacked‐channel complexes. The Potoco succession provides an exceptional example of rapid production of accommodation sustained over a prolonged period of time in a non‐marine setting (>0·45 mm year⁻¹ for 14 Myr). The lower ≈4000 m of the succession coarsens upward and consists of fine‐grained to medium‐grained sandstone, mudstone and gypsum deposits with palaeocurrent indicators demonstrating eastward transport. The upper 2500 m also coarsens upward, but contains mostly fine‐grained to medium‐grained sandstone that exhibits westward palaeoflow. Three facies associations were identified from the Potoco Formation and are interpreted to represent different depositional environments in a sheetflow‐dominated system. (i) Playa lake deposits confined to the lower 750 m are composed of interbedded gypsum, gypsiferous mudstone and sandstone. (ii) Floodplain deposits occur throughout the succession and include laterally extensive (>200 m) laminated to massive mudstone and horizontally stratified and ripple cross‐stratified sandstone. Pedogenic alteration and root casts are common. (iii) Poorly confined channel and unconfined sheet sandstone deposits include laterally continuous beds (50 to >200 m) that are defined primarily by horizontally stratified and ripple cross‐stratified sandstone encased in mudstone‐rich floodplain deposits. The ubiquitous thin‐sheet geometry and spatial distribution of individual facies within channel sandstone and floodplain deposits suggest that confined to unconfined, episodic (flash) flood events were the primary mode of deposition. The laterally extensive deposition and possible distributary nature of this sheetflow‐dominated system are attributed to fluvial fan conditions in an arid to semi‐arid, possibly seasonal, environment. High rates of sediment accumulation and tectonic subsidence during early Andean orogenesis may have favoured the development and long‐term maintenance of a sheetflow system rather than a braided, meandering or anastomosing fluvial style. It is suggested here that rapidly produced accommodation space and a relatively arid, seasonal climate are critical conditions promoting the generation of sheetflow‐dominated fluvial systems.     

北京市地面沉降发展及对城市建设的影响

地面沉降是北京市平原区主要地质灾害之一,最早在1935年发现于西单至东单一带,到目前为止已经形成了多个地面沉降中心,到2005年底,累计沉降量大于50mm的沉降区达4114 km~2,大于100mm的沉降区达2815km~2。地面沉降已经对城市基础设施造成一定程度的破坏,并且已经对奥运场馆、规划新城、CBD等重要区域构成潜在威胁,所以必须及时制定完善的防治措施来降低地面沉降的危害。     

地面沉降的灰色Verhulst模型及其应用研究

本文将灰色Verhulst模型引入地面沉降的研究之中,根据某地面沉降观测点的近20年数据建立地面沉降发展模型,并运用所建立的模型对地面沉降的发展态势进行了预测。     

山东省德州市地面沉降控沉分析及建议

山东省德州市地面沉降具有发展历史久、沉降量大、分布范围广、持续发展等特征,地面沉降防治工作形势紧迫。为分析《山东省德州市地面沉降防治规划(2018—2025年)》控沉目标如期实现的可能性,以德州市地面沉降现状及现有防治手段为基础,通过区域地面沉降速率公式量化计算及中心沉降速率预测进行控沉目标可行性分析。结果表明,在最严格的水资源管理制度条件下,控沉目标可以实现。针对地面沉降防治存在的问题,如地面沉降监测手段及监测频率有待提高、防治经费缺乏保障、地面沉降成因机理研究不深入、治理欠缺等,从管理和技术两方面出发,提出了包括健全监测网络、控采地下水、加大地面沉降知识宣传等控沉建议。该研究可为德州市切实有效进行地面沉降防治工作提供参考。