共查询到20条相似文献，搜索用时 265 毫秒
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《建筑地基处理技术规范》条文规定：深层搅拌法适用于处理淤泥，淤泥质土、粉土和含水率较高且地基承载力标准值不大于120kPa的粘性土等地基。对砂土地基能否处理没有明确规定，本文通过用粉喷桩对某工程砂土地基进行处理，效果不错，为以后类似砂土地基处理提供了一个成功的范例。 相似文献
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碎石桩作为处理软弱地基土的一种有效手段，往往需要对其试验效果进行分析。评价碎石桩处理后复合地基的性状是否达到地基处理考核指标，并提出可能调整的方案。论文以四川九寨一黄龙机场高填方地基处理工程为背景，介绍了碎石桩法加固软弱土层的现场试验，并对碎石桩处理后复合地基的加固效果进行了检测分析。包括碎石桩体检测和桩间土检测，最后综合室内土工试验、动力触探测试及载荷试验检测结果得出，碎石桩对本工程软弱地基的处理能达到预期的加固效果。其复合地基承载力高于设计要求，具良好的导水性，能有效排出地基中地下水。目前，该试验成果已用于指导机场地基处理与高填方填筑体施工。同时，它对于其它类似工程亦有借鉴意义。 相似文献
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易门瓷厂高墙地砖厂主体车间建于残积土地基上，约三分之二的基坑地基土天然强度低，压缩性高。加固处理，通过基坑原位测试，对加固处理前、后的地基土容许承载力进行对比，检查残积土软地基加固处理效果。 相似文献
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挤密型复合地基处理，可以明显改善建筑场地的工程地质性能，提高承载力，降低液化等级。但由于勘察工作不到位，地基处理设计时对天然地基的不良地质条件估计不足，施工、监理也存在一些问题，导致地基处理效果未满足建筑设计要求。通过在复合地基上部铺设加厚的碎石垫层，并采用相应的支护和结构措施，取得了满意的结果，保证了建筑物的安全使用。 相似文献
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张栋材 《水文地质工程地质》2001,28(5):69-72
某油罐因地基发生不均匀沉降而倾斜，本文通过对油罐发生均匀沉降的原因分析，提出了倾斜油罐纠偏设计及地基处理方案，叙述了地基处理及纠偏施工方法，施工处理后经过半年的使用观察，效果良好。 相似文献
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针对徐州市软弱土层地基，通过工程实例介绍了两种加固处理徐州市软弱地基的方法，根据应用效果分析认为，应针对不同软土组成的地基采用不同的加固处理方法，即若以饱和粉土层为主的地基宜采用干振碎石桩法，若以非粉土为主的饱和软粘土地基宜采用粉体喷射搅拌桩法。 相似文献
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饱和黄土地基是多年来建筑地基处理的难点，随着近年来多层住宅建设的蓬勃发展，饱和黄土地基的加固处理成为了目前的热门课题，本文从饱和黄土的工程性质入手，介绍了粉喷桩处理饱和黄土的施工原理及方法，对粉喷桩处理饱和黄土地基应用中几个问题作了探讨。 相似文献
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加固处理大面积的多孔隙、粗颗粒非饱和土地基宜采用强夯法。当加固深厚地基，特别是大孔隙湿陷性地基、山区大厚度非均匀块石回填地基和抛石填海地基时，应该施加高能级强夯进行处理。该文介绍了高能级强夯在青岛某公司四座5万m^3原油储罐和配套设施地基处理工程中应用的成功经验，供设计施工参考。 相似文献
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R. C. Mant G. D. Moggridge D. C. Aldridge 《International Journal of Environmental Science and Technology》2013,10(2):199-208
Bryozoans are common biofoulers of under-drain filter nozzles in rapid gravity filters in water treatment works. A potential method for controlling bryozoan biofouling is the use of chlorine in backwash water. Repeatedly exposing bryozoan colonies with chlorine for 20 min every 24 h in an experimental setting, to replicate what would occur if the backwash was chlorinated, caused significant reduction in colony growth and size. After 10 days repeated treatment in good conditions for bryozoan propagation, the EC50 (the chlorine concentration required to decrease growth such that treated colonies were half the size of control colonies) was 1.6 ppm (SE 0.3). In sub-optimal conditions for propagation, the impact of chlorine was greater. The majority of colonies treated with 1 ppm and above did not grow or even decreased in size over 5 days. However, a chlorine concentration of 5 ppm was necessary, even in sub-optimal conditions, to ensure all colonies decreased in size over 5 days of treatment; this is too high to be acceptable to water companies due to the risk of carcinogenic by-products. Nevertheless, the observed decline in feeding activity of bryozoans exposed to chlorine levels >1 ppm suggests that repeated backwashing with chlorine may cause colony death over time, especially in sub-optimal conditions. Chlorine backwashes may therefore be an effective long-term control strategy, especially in locations such as rapid gravity filters where it is suggested that upstream processes are likely to create sub-optimal conditions for bryozoan growth. 相似文献
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为提高方形抗滑桩开挖成孔效率,研究适用于复杂条件岩质滑坡抗滑桩快速成孔的工艺,以成都东部某大型岩质滑坡101根大截面抗滑桩为对象,通过现场调查、理论分析及工程试验等方法,研究了方形抗滑桩工程成孔工艺、施工特征和不同地层成孔工艺适用体系。研究表明,研制的“旋挖钻孔+人工辅助清边”成孔工艺作业效率大大提高,在该抗滑桩工程中实施达到日平均进尺2.0 m高效率,顺利达到工期要求,进而解决了岩石成孔效率慢、工艺落后的问题;根据滑坡所处条件选择合适的施工工艺对抢险救灾工程至关重要,对于交通条件好、工期要求高的大型滑坡治理工程,优先考虑“旋挖钻孔+人工辅助清边”工艺;对于交通条件差、作业受限的小型滑坡治理工程,采用风镐开挖土体、水磨钻开挖岩石成孔工艺。 相似文献
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M. E. Young H.-L. Alakomi I. Fortune A. A. Gorbushina W. E. Krumbein I. Maxwell C. McCullagh P. Robertson M. Saarela J. Valero M. Vendrell 《Environmental Geology》2008,56(3-4):631-641
Existing chemical treatments to prevent biological damage to monuments often involve considerable amounts of potentially dangerous and even poisonous biocides. The scientific approach described in this paper aims at a drastic reduction in the concentration of biocide applications by a polyphasic approach of biocides combined with cell permeabilisers, polysaccharide and pigment inhibitors and a photodynamic treatment. A variety of potential agents were screened to determine the most effective combination. Promising compounds were tested under laboratory conditions with cultures of rock deteriorating bacteria, algae, cyanobacteria and fungi. A subsequent field trial involved two sandstone types with natural biofilms. These were treated with multiple combinations of chemicals and exposed to three different climatic conditions. Although treatments proved successful in the laboratory, field trials were inconclusive and further testing will be required to determine the most effective treatment regime. While the most effective combination of chemicals and their application methodology is still being optimised, results to date indicate that this is a promising and effective treatment for the control of a wide variety of potentially damaging organisms colonising stone substrates. 相似文献
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The internal load of phosphorus can be treated with chemicals improving a sediment's phosphorus binding capacity. Gypsum (CaSO4?2H2O) is a novel material to be applied for this purpose. In the hypereutrophic Lake Enäjärvi, southern Finland, sediments were treated with gypsum in test basins. The basins were isolated from open water to create artificial anoxia, which allowed the effects of the treatment on the internal load to be measured. The results indicate that gypsum treatment decreases the sediment's release of nutrients under anoxic conditions. This was demonstrated as less increased total-P and total-N concentrations and decreased chlorophyll-a concentrations in the water column of treated basins as compared with the control basins. Because the gypsum treatment prevents internal load, it has potential in lake restoration in cases where the internal load of phosphorus is accelerated by anoxic conditions at the sediment/water interface. 相似文献
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我国寒区输水工程研究进展与展望 总被引：6，自引：3，他引：3
由于极端寒冷和其他复杂环境条件, 寒区输水工程容易发生冻害, 威胁其供水能力和安全保障。通过综述寒区输水工程研究的文献和进展, 概括冻害现象、 冻害原因、 研究方法以及防治措施, 提出未来需要研究和应对的问题。寒区输水工程冻害现象主要表现为衬砌破坏, 防渗保温层破坏, 接缝止水材料脱落, 渠道基土流失、 滑塌、 冰塞和漫堤等; 引起冻害的原因主要为冻胀、 冻融循环、 不良地质条件、 不合理施工和管理等; 研究方法方面通常从衬砌优化设计和基土水热力分析展开; 防治措施主要有基土换填, 铺设防渗保温层和排水等。目前研究中的不足主要表现在衬砌受力分析模型过于简化, 对不同防渗保温措施缺乏定量研究, 水热力分析时未考虑输水渠道特殊条件以及缺乏冬季延长输水时间管理的科学方法等问题。 相似文献