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81.
通过绵阳市普明街道鹏业小区边坡调查,研究了暴雨对边坡影响、变形破坏的特征和形成条件。研究表明:(1)边坡在暴雨后,北侧边坡形破坏发生明显变形破坏,北段上部墙体滑移开裂;(2)边坡的岩性、结构对滑塌的发育分布起控制作用,暴雨是滑塌的主要诱发因素;(3)计算表明北部边坡现状条件下处于基本稳定状态,在强降雨作用下,会发生大面积的滑移变形破坏。(4)建议对已滑塌地段采取清除损毁墙体后,用钢筋混凝土板墙加格构锚索进行修复,对未滑塌地段采取格构加锚杆进行护面墙体加固处理。 相似文献
82.
滦赤路位于北京市延庆区北部山区,由于公路依山势沿沟谷山坡修建,山高坡陡,两侧边坡存在较多的危岩体,威胁到过往车辆及行人的安全。在对滦赤路(延庆段)危岩体进行详细野外调查的基础上,结合危岩体发育区的地形地貌、地层岩性、地质构造等地质环境条件,选取了两处典型危岩体,分析了典型危岩体的发育特征,研究了危岩体的形成影响因素和失稳机理,评价了危岩体的稳定性,并针对典型危岩体提出了相应的防治措施建议。 相似文献
83.
This paper addresses the characterization of the Continental Intercalaire aquifer(CI) in the Tinrhert-East area of Illizi Basin on the Algerian-Libyan border, which belongs to the SASS1 system, one of the biggest transboundary aquifers in the world. This study concerns a superficies of 4 300 km~2. On the basis of Mud Logging borehole data conducted in this part of the aquifer, a realistic characterization of the aquifer was done. The thickness of the CI aquifer varies from 300 m in the south to 700 m in the north, and the depth ranges from 180 m to 320 m. The interpretation of the logs showed that the aquifer is characterized by a maximum net thickness in its southwestern part(more than 600 m), the porosity is very high, ranging from 30% in the west to 24% at the Libyan borders, the permeability is low to medium around 10~(-5) m/s, and the maximum transmissivity values of about 8× 10~(-3) m~2/s were recorded at the center of the study area. The depth of water varies from 235 m to 312 m, and the water flows from south to north, in accordance with the general direction observed in the CI aquifer in the Northern Sahara Aquifer System(SASS). The porosity values obtained from the interpretation of the sonic and density logs permit to estimate the water reserves of this aquifer considered fossil, at thresholds much higher than what was considered until now. 相似文献
84.
中国邻海海-气热量、水汽通量计算和分析 总被引:10,自引:0,他引:10
使用长年代、高质量海洋气象观测资料,选用适合研究海域的计算参数,按2°×2°网格计算了中国邻海(黄、渤、东、南海及140°E以西西北太平洋)辐射平衡和海-气热量、水汽通量,讨论了它们的年、月分布和时空变化,并以海面热量净收支为主要指标进行了海洋气候区划。 相似文献
85.
1 INTRODUCTION Understandinghillslopedevelopmentremainsanelusivegoalforearthscientists.Theoriesbaseduponobservation,logic,andsp... 相似文献
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Evaluating a process‐based model for use in streambank stabilization: insights on the Bank Stability and Toe Erosion Model (BSTEM) 下载免费PDF全文
Kate Klavon Garey Fox Lucie Guertault Eddy Langendoen Holly Enlow Ron Miller Anish Khanal 《地球表面变化过程与地形》2017,42(1):191-213
Streambank retreat is a complex cyclical process involving subaerial processes, fluvial erosion, seepage erosion, and geotechnical failures and is driven by several soil properties that themselves are temporally and spatially variable. Therefore, it can be extremely challenging to predict and model the erosion and consequent retreat of streambanks. However, modeling streambank retreat has many important applications, including the design and assessment of mitigation strategies for stream revitalization and stabilization. In order to highlight the current complexities of modeling streambank retreat and to suggest future research areas, this paper reviewed one of the most comprehensive streambank retreat models available, the Bank Stability and Toe Erosion Model (BSTEM), which has recently been integrated with several popular hydrodynamic and sediment transport models including the Hydrologic Engineering Center's River Analysis System (HEC‐RAS). The objectives of this paper were to: (i) comprehensively review studies that have utilized BSTEM and report their findings, (ii) address the limitations of the model so that it can be applied appropriately in its current form, and (iii) suggest directions of research that will help make the model a more useful tool in future applications. The paper includes an extensive overview of peer reviewed studies to guide future users of BSTEM. The review demonstrated that the model needs further testing and evaluation outside of the central United States. Also, further development is needed in terms of accounting for spatial and temporal variability in geotechnical and fluvial erodibility parameters, incorporating subaerial processes, and accounting for the influence of riparian vegetation on streambank pore‐water pressure dynamics, applied shear stress, and erodibility parameters. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
88.
Based on previous research results, present-day crustal deformation and gravity fields in the Chinese mainland are analyzed using the GPS data, leveling, gravity and cross-fault deformations. We analyzed strain accumulation of the major faults, and identified locked or high strain accumulation segments. Combining the effects of large earthquakes in the study area, the long-term (decade) probability of large earthquakes in the Chinese mainland is estimated. 相似文献
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