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221.
赵鸿杰  孙智杰 《探矿工程》2006,33(11):52-53
阐述了空气潜孔锤与气举反循环钻进组合工艺的技术特点和施工特点,通过两口水井施工实例充分展现了其在施工效率、成井质量、洗井效果、市场竞争等方面的优越性。  相似文献   
222.
在基坑中对等截面单桩进行了抗拔静载试验,在桩身设置应变式钢筋计,成功测得桩身各截面的应变数据。分析试验所得数据,对试验抗拔桩抗拔系数的取值、侧摩阻力的发挥、混凝土桩身的开裂等进行了探讨,相应给出了抗拔桩的设计建议。  相似文献   
223.
利用夯扩灌注桩对桩端持力层的加密作用,可解决水下填筑问题,利用粉煤灰的可压密性和夯扩灌注桩承载力高的特点,可大幅提高复合地基承载力,减少工程投资。以河南洛阳某高层建筑为例,介绍了粉煤灰垫层和夯扩灌注桩组成的刚性桩复合地基在高层建筑地基中的应用。  相似文献   
224.
在CFG桩复合地基设计中,褥垫层的厚度设计是一个重点,它是复合地基承载力能否全部发挥的关键因素之一。但其设计上基本是靠经验取值,缺少理论根据。从理论方面入手,推导了褥垫层厚度的理论计算方法,给出了最佳垫层厚度、桩土应力比的解析表达式。  相似文献   
225.
通过工程实例,介绍了单管法高压旋喷桩施工工艺、技术参数、施工中存在的问题以及注意事项。阐述了一些常见故障及预防措施。  相似文献   
226.
根据拟建建筑基坑的工程地质条件、周边环境条件、基坑开挖深度等特点综合考虑,对基坑分段采用超前微型桩支护加土钉墙、放坡加土钉墙2种复合支护方案。实践证明,该工程所采用的多种复合式支护实施方案,技术安全可靠,经济合理。  相似文献   
227.
主要介绍了广州科学城保利林语山庄高边坡支护设计方案与施工方法。支护方案综合采用了锚索、锚杆、抗滑桩、钢管桩、格构梁及挡土墙等多种支护方法,有效地提高了边坡的稳定性。应用有限元方法来验证设计方案的合理性,模拟结果与工程实践基本吻合。  相似文献   
228.
229.
In polluted aquatic systems, toxic metals are often accumulated in bottom sediments. They are, however, not necessarily stored definitively because diagenetic processs can modify redox, pH and even the amount of complexing ligands, releasing the trace metals back into the pore waters and the water column. Especially the labile metal fraction in the pore waters is important since this is the bioavailable fraction determining the bio-toxicity of the sediments. The goal of our study was therefore to assess, with novel sampling techniques, this bioavailable metal fraction in the pore waters as well as the flux towards the overlying water column. High-resolution profiles of trace metals in pore waters of marine and riverine sediments were assessed by DET (diffusive equilibrium in thin films) and DGT (diffusive gradients in thin films) gel techniques. The DET technique uses a diffusive gel layer that equilibrates with the aquatic system and with this technique the concentrations of total dissolved trace metals are obtained directly. The DGT technique uses an acrylamide diffusive gel backed by a resin gel (Chelex) which binds trace metals. With the DGT technique only labile species of selected metals can be captured. According to the redox potential measurements, the marine sediments were suboxic (200 mV to -220 mV versus Ag/AgCl electrode), while the riverine sediments were completely anoxic (-160 mV to -220 mV versus Ag/AgCl electrode). This redox potential was apparently controlling the trace metals species in the pore waters: for example a strong correlation between Mn and Co was found in the riverine sediments (for DET and DGT sampling), while in the marine sediments trace metals presented various behaviors.  相似文献   
230.
All geochemical measurements require the taking of field samples, but the uncertainty that this process causes is often ignored when assessing the reliability of the interpretation, of the geochemistry or the health implications. Recently devised methods for the estimation, optimisation and reduction of this uncertainty have been evaluated by their application to the investigation of contaminated land. Uncertainty of measurement caused by primary sampling has been estimated for a range of six different contaminated land site investigations, using an increasingly recognized procedure. These site investigations were selected to reflect a wide range of different sizes, contaminants (organic and metals), previous land uses (e.g. tin mining, railway sidings and gas works), intended future use (housing to nature reserves) and routinely applied sampling methods. The results showed that the uncertainty on measurements was substantial, ranging from 25% to 186% of the concentration values at the different sites. Sampling was identified as the dominant source of the uncertainty (〉70% of measurement uncertainty) in most cases. The fitness-for-purpose of the measurements was judged using the optimized contaminated land investigation (OCLI) method. This identifies the optimal level of uncertainty that reduces to overall financial loss caused by the measurement procedures and the misclassification of the contamination, caused by the uncertainty. Generally the uncertainty of the actual measurements made in these different site investigations was found to be sub-optimal, and too large by a factor of approximately two. The uncertainty is usually limited by the sampling, but this can be reduced by increasing the sample mass by a factor of 4 (predicted by sampling theory). It is concluded that knowing the value of the uncertainty enables the interpretation to be made more reliable, and that sampling is the main factor limiting most investigations. This new approach quantifies this problem for the first time, and allows sampling procedures to be critically evaluated, and modified, to improve the reliability of the geochemical assessment.  相似文献   
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