共查询到20条相似文献，搜索用时 531 毫秒
1.
以宜昌市污水处理厂洋坝泵房基坑边坡支护设计与施工为例，介绍在软土地质条件下，如何依据工程地质条件、水文地质条件、环境及边坡稳定性计算参数确定支护方案。该区基坑支护方案确定为放坡喷锚支护结构．即采用放坡开挖，其高宽比为1：0．5，坡面采用灌浆锚杆挂网喷射砼进行封闭止水处理。在超深基坑施工中采用的喷锚支护及坑底降水等技术措施得当，支护效果良好。 相似文献
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膨胀土地区的基坑支护一般采用土钉墙型式,但出现了较多的垮塌事故。详细介绍了邯郸市某小区综合楼的膨胀土基坑喷锚支护工程的设计与施工方法。考虑膨胀土吸水膨胀失水收缩对边坡稳定性的影响,针对基坑支护结构验算的相关参数,依据膨胀土地区情况给予了相应的调整。基坑分层开挖进行喷锚支护后整体稳定性较好,达到了预期目的。本实例旨在为膨胀土地区基坑支护设计与施工提供一个借鉴和参考。 相似文献
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在城市建设或工业建筑的改扩建中,经常在有限狭窄场地开挖基坑,为保护基坑周边建筑物和坑内施工作业的安全,基坑边坡必须得到安全可靠的支护。利用钢管微桩＋锚杆联合支护体系能很好地解决有限狭窄场地的基坑支护问题。通过2个工程实例,阐述了钢管微桩＋锚杆联合支护体系设计思路、设计及施工注意事项。 相似文献
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笔者根据对广州双燕岗住宅区边坡支护的施工实践,获得了先进的锚杆施工技术。本文详细阐述了边坡支护预应力锚杆的原理、工程作用、锚杆设计及锚杆施工工艺,为承担边坡和基坑支护锚杆工程提供了技术保证。 相似文献
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针对某深基坑施工场地狭小、周边环境复杂、基坑支护施工难度大的特点,采用了技术与经济均合理的双排桩基坑支护方案。在分析工程场地环境条件的基础上,设计选择双排桩加锚杆支护的体系,护坡桩施工采用人工挖孔的成孔工艺,并在前排护坡桩桩顶设置了位移观测点。结果显示,施工过程中,该边坡与周边环境安全稳定,边坡最大位移在规范允许的范围之内。作为双排桩支护成功案例,可为类似工程提供借鉴。 相似文献
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本文介绍了北京国际金融大厦基坑边坡支护方案的比较（桩锚和喷锚支护）和选择，并详细介绍了土钉喷锚支护技术的设计、工程施工和质量控制，最后总结出具有参考价值的喷锚施工经验。 相似文献
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针对北京人民医院附属楼基坑周边环境、地质条件的复杂性 ,采用锚喷技术对基坑边坡进行支护 ,取得了成功。介绍了锚喷支护技术的设计及施工要点 ,并提出了施工的技术保证措施 相似文献
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城市建筑基坑附近工程地质环境大都比较复杂,施工空间狭小。采用一般支护方法如桩锚结构,由于受基坑附近建筑物地基中桩体的影响而无法施工;对于基坑边坡土层抗剪强度较低,支护桩嵌入长度较长的,施工难度就更大。本文结合邢台市东部某场地实际案例进行综合设计,采用双排桩+桩中间设置止水帷幕+地基加固,进行基坑支护。双排桩可以提高边坡刚度,桩中间设置止水帷幕可以节约施工空间,有利于解决施工空间的限制问题,可提高地基的抗剪强度,缩短支护桩长度。 相似文献
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流砂地层中复合土钉墙的受力及变形性状 总被引：4，自引：0，他引：4
介绍东方肝胆医院基坑工程采用复合型土钉墙支护的设计、施工,以及对支护边坡的变形性状、土钉受力变形机理、喷层作用所进行的测试和研究,总结与改进了复合型土钉挡墙的设计方法。 相似文献
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Mathematical Geosciences - 相似文献
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Methodology for geohazard assessment for hydropower projects 总被引：1，自引：0，他引：1
Fjóla G. Sigtryggsdóttir Jónas Th. Snæbjörnsson Lars Grande Ragnar Sigbjörnsson 《Natural Hazards》2015,79(2):1299-1331
13.
Current methods of establishing suitable locations for onsite wastewater treatment systems (OWTS) are inadequate, particularly in light of the numerous cases of onsite system failure and the resulting adverse consequences. The development of a soil suitability framework for assessing soil suitability for OWTS allows a more practical means of assessment. The use of multivariate statistical analysis techniques, including Principal Component Analysis (PCA) and multi-criteria decision aids of PROMETHEE and GAIA, enabled the identification of suitable soils for effluent renovation. The outcome of the multivariate analysis, together with soil permeability and drainage characteristics permitted the establishment of a framework for assessing soil suitability based on three main soil functions: (1) the ability of the soil to provide suitable effluent renovation, (2) the permeability of the soil, and (3) the soils drainage characteristics. The developed framework was subsequently applied to the research area, Gold Coast, Queensland, Australia, and the use of standard scoring functions were utilised to provide a scoring system to signify which soils were more suitable for effluent renovation processes. From the assessment, it was found that Chromosol and Kurosol soils provided the highest level of effluent renovation, closely followed by Ferrosol and Dermosol, Kandosol and Rudosol soil types. Tennosol and Podosol soil types were found to have a significantly lower suitability, with Hydrosol soils proving the least suitable for renovating effluent from OWTS. 相似文献
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A new approach for calculating strain for particulate media 总被引：1，自引：0，他引：1
Discrete element modelling is a viable alternative to conventional continuum‐based analysis for analysing problems involving localized deformations of particulate media. However, to aid in the interpretation of the results, it is useful to express the results of discrete element analyses in terms of the continuum parameters of stress and strain. A number of homogenization methods have been proposed to calculate strain in discrete systems; however, two significant limitations of these methods remain. First, none of these methods incorporate particle rotation effects satisfactorily, although significant particle rotation occurs in shear bands in both physical tests and numerical simulations of granular materials. Additionally, observations of the particle displacement fields in shear bands in granular materials indicate that the displacements within the localizations are erratic. Consequently, existing linear, local interpolation approaches produce substantial variations in the strain values calculated in adjacent elements in the region of localization, hindering clear visualization of the strain localization as it evolves. A new method of domain discretization for calculating strain is proposed. This method is capable of capturing particle rotation and employs a non‐local meshfree interpolation procedure capable of smoothing the erratic displacements in strain localizations, which better defines their evolution. The proposed method is validated for problems involving both two and three dimensions. A number of methods are compared with the proposed method and pertinent insights are made. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
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湘南地区蕴藏着丰富的锡矿资源,锡及锡多金属矿矿床(点)分布广泛,类型复杂,它们的形成除与花岗质侵入岩体直接相关外,同时还受到区域地层和地质构造等因素的共同制约。通过对锡矿的地质背景、分布特征、矿床特征与矿化规律、矿床成因及找矿信息和标志的研究,把湘南地区锡矿的找矿归纳为:"划带、圈区、寻体、定位"的找矿模式,不仅从宏观上提出了或解决了锡矿找矿方向的问题,而且近几年来的地质找矿工作得到了实践应用,并取得了丰硕的找矿成果。 相似文献
16.
我国海洋生态调查指南编制说明 总被引：1，自引：0，他引：1
海洋生态调查的主要目的是了解海洋生态系统基本的群落结构和生态功能及其重要影响因素,掌握生态系统健康状况，把握其变化趋势。基于生态系统健康理论建立我国海洋生态调查的基本框架体系，编制了我国海洋生态调查指南。根据目前的技术设备、实用方法和经费限制，确定最能反映我国海洋生态系统特征的生态要素和评价内容，并规定了相应的调查和评价方法。与《海洋调查规范海洋生物调查》和《海洋监测规范》比较，该指南具有3个显著特点：①调查要素不仅包括海洋生物和海洋环境等自然要素，还包括人为活动要素，充分考虑我国近海生态系统的高强度开发利用的特点；②从生态系统的结构、功能和压力3个方面建立起海洋生态系统健康评价的核心框架体系；③提出生态压力的量化指标，定量评估人类活动对生态系统的压力。 相似文献
17.
Recent emergency flood situations at European rivers have revealed the demand for better and in-time information for citizens
in flood prone areas about flood development, as well as better coordination of resources and actions during pre-flood phases
and its critical stage. Information and Communication Technology (ICT) has a large potential to improve the situation. Decisions
may be supported by information about resources available at the region and national level, by information about means and
access to critical locations at the prevention as well as the evacuation phases, and by including citizens as well as managers
into one common information and communication process. The paper outlines the potential of ICT for these aspects. 相似文献
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《地学前缘(英文版)》2014,(5):I0001-I0003
正1 AIMANDSCOPE GEOSCINCE FRONTIERS(GSF)is a bi-monthly international journal that publishes in English high quality original research articles and timely reviews in interdisciplinary fields of Earth and Planetary Sciences.GSF aims to bridge innovative,provocative and challenging concepts and models related to various fields of research including petrology and geochemistry in understanding lithospheric architecture and mantle dynamics,global tectonics,economic geology and fuel exploration,geophysics,stratigraphy and paleontology with new insights on correlations and evolution,environmental and engineering geology,astrogeology,among other themes.The article categories 相似文献
20.
Length distributions from sedimentary bodies can be measured in outcrop. A common feature in many outcrops is the occurrence of partially exposed bodies, i.e., sedimentary bodies that are cut by either one or both edges of the outcrop. Ignoring these partials while establishing a length distribution leads to a bias toward the smaller length classes. This is because larger bodies have a larger probability to occur as partials than smaller bodies. We present a new method for estimating the expected complete length for a partially exposed feature, based on the theory of conditional probability. The method is demonstrated and tested on a sandstone outcrop exhibiting over 200 interbedded thin silt/shale streaks. It is shown that the method can significantly enlarge both the size and the representativeness of length distributions. 相似文献