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201.
通过2个工程实例分析了沉管灌注桩出现大面积断桩的原因是由于后期基坑开挖不当造成的,并提出了预防断桩出现的一些措施以及对断桩的处理补救措施。 相似文献
202.
203.
目前,在我国地质灾害防治及道路建设工程中,岩土锚固施工大多采用单一的拉力型锚索工法。一般锚索索体的长效防腐问题没有得到应有的重视。文章对云南省个旧-冷墩公路边坡工程中所采用的压力分散型锚索工法从设计、试验及成功应用等多方面进行了详细介绍。①在一些复杂地形条件下,锚索防护方案有其独特的经济实用性。②在地基承载力较低的软弱地层中,常用的拉力型锚索无法提供防护工程所需的大吨位锚固力。而有多个受力体的压力分散型锚索则因其对锚固段全长范围内地基承载力的充分利用来提供较大吨位的锚固力;③永久锚索防护工程作为一项具有隐蔽性强特点的结构工程,为保证在其报务年限内锚索能够可靠地工作,在设计阶段,锚索体的长效防腐应为不能忽略的主要考虑因素。在该工程中首次应用了新型高强材料——环氧全喷涂无粘结钢绞线作为锚索体的杆材,较好地解决了永久锚固工程中的锚索防腐问题。 相似文献
204.
W. L. Fourney U. Leiste R. Bonenberger D. J. Goodings 《Fragblast: International Journal for Blasting and Fragmentation》2005,9(4):205-217
This paper investigates the various mechanisms and parameters that are responsible for delivering impulse to a vehicle that is unfortunate enough to detonate a buried mine. Small scale tests are used to examine the effects of air blast or ejected sand in imparting impulse to a plate that is located above the surface of the saturated soil that contains the explosive. Parameters such as confinement, stand off distance, depth of burial of the explosive, density of the soil, and saturation level of the soil are also examined. 相似文献
205.
喀斯特地区旅游开发的自然景观保护--以贵州省绥阳县为例 总被引:3,自引:0,他引:3
该文以贵州省绥阳县为例,针对我国西南喀斯特地区旅游开发中自然环境的特点,探讨溶洞景观的保护、喀斯特地表生态环境保护、水体的保护与综合治理等问题。 相似文献
206.
试论生态环保厕所技术在云南旅游业发展中的可行性 总被引:2,自引:0,他引:2
王静 《云南地理环境研究》2005,17(2):69-72
云南省地处高原,鉴于缺水严重、自然环境脆弱的实际情况,同时,为了突破制约旅游业发展的“旅游厕所”这一瓶颈,云南省现已在走“科技兴旅”的道路,坚持使用高科技、节能环保的生态厕所技术,以确保云南省旅游业持续、快速、健康的发展。由于并非每一种生态环保厕所技术都适用于旅游业,因此,对现今市场上出现的纷繁复杂的生态环保厕所技术进行归类、分析、总结,提出了适应于云南省旅游业发展的生态环保厕所技术类型以及具体的适用场所,进一步指出在选择技术的过程中应考虑的问题。 相似文献
207.
王枢 《云南地理环境研究》2005,17(4):85-87
旅游对资源与环境的依赖性强,在开发和利用中已经对环境造成不容忽视的破坏和负面影响。在对旅游环境的概念进行界定的基础上,分析了当前中国旅游环境领域立法的必要性,主要从旅游业的发展势态、旅游业对旅游环境的污染与破坏和旅游环境立法的现状3个方面入手,提出了对中国旅游环境立法的一些建议。 相似文献
208.
Statistical identification of orographic effects in the regional analysis of extreme rainfall
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Regional models of extreme rainfall must address the spatial variability induced by orographic obstacles. However, the proper detection of orographic effects often depends on the availability of a well‐designed rain gauge network. The aim of this study is to investigate a new method for identifying and characterizing the effects of orography on the spatial structure of extreme rainfall at the regional scale, including where rainfall data are lacking or fail to describe rainfall features thoroughly. We analyse the annual maxima of daily rainfall data in the Campania region, an orographically complex region in Southern Italy, and introduce a statistical procedure to identify spatial outliers in a low order statistic (namely the mean). The locations of these outliers are then compared with a pattern of orographic objects that has been a priori identified through the application of an automatic geomorphological procedure. The results show a direct and clear link between a particular set of orographic objects and a local increase in the spatial variability of extreme rainfall. This analysis allowed us to objectively identify areas where orography produces enhanced variability in extreme rainfall. It has direct implications for rain gauge network design criteria and has led to promising developments in the regional analysis of extreme rainfall. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
209.
This paper presents a single‐domain boundary element method (BEM) for linear elastic fracture mechanics analysis in the two‐dimensional anisotropic material. In this formulation, the displacement integral equation is collocated on the un‐cracked boundary only, and the traction integral equation is collocated on one side of the crack surface only. A special crack‐tip element was introduced to capture exactly the crack‐tip behavior. A computer program with the FORTRAN language has been developed to effectively calculate the stress intensity factors of an anisotropic material. This BEM program has been verified having a good accuracy with the previous researches. Furthermore, by analyzing the different anisotropic degree cracks in a finite plate, we found that the stress intensity factors of crack tips had apparent influence by the geometry forms of cracks and media with different anisotropic degrees. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献
210.
The dry‐stone retaining walls (DSRW) have been tipped as a promising solution for sustainable development. However, before recently, their behavior is relatively obscure. In this study, discrete element method (DEM) approach was applied to simulate the plane strain failure of these walls. A commercial DEM package (PFC2D™) was used throughout this study. The authors used a fully discrete approach; thus, both the wall and the backfill were modeled as discrete elements. The methodology for obtaining the micromechanical parameters was discussed in detail; this includes the three mechanical sub‐systems of DSRWs: wall, backfill and interface. The models were loaded progressively until failure, and then the results were compared with the full‐scale experimental results where the walls were loaded, respectively, with hydrostatic load and backfill. Despite its complexity and its intensive calculation time, DEM model can then be used to validate a more simplified approach. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献