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101.
The magnetic method is the oldest and one of the most widely used geophysical techniques for exploring the earth’s subsurface.
It is a relatively easy and inexpensive tool to employ, being applicable to a wide variety of subsurface exploration problems
involving horizontal magnetic property variations occurring from near the base of the crust to within the uppermost meter
of soil. Successful applications of the magnetic method require an in-depth understanding of its basic principles and careful
field work, data reduction, and interpretation. Commonly, interpretations are limited to qualitative approaches which simply
map the spatial location of anomalous subsurface conditions, but under favourable circumstances the technological status of
the method will permit more quantitative interpretations involving specification of the nature of the anomalous sources. No
other geophysical method provides critical input to such a wide variety of problems. However, seldom does the magnetic method
provide the complete answer to an investigation problem. As a result, it is generally used in concert with other geophysical
and geological data to limit its interpretational ambiguities. 相似文献
102.
为了认清在泥水盾构泥浆泵选型设计时的规律性和差异性,针对现有研究的不足,采用统计分析法,从15个实际工程案例入手,统计了包括开挖直径、隧道长度、穿越主要地层、进排泥的管径、密度和流量在内的17个关键参数,分析在选型设计阶段关键参数之间的规律性和差异性,得到了进排泥的管径、密度与开挖直径的一次线性回归方程,不同地层的进排泥密度选取规律等6点结论,最后将结论成功运用于福州地铁F1线滨海新城站—机场站中间风井泥水盾构区间,研究成果可为今后泥浆泵选型或评估提供新的思路。 相似文献
103.
盾构机在沿曲线掘进或轴线纠偏过程中,盾尾非对称推力会在管片端部产生附加弯矩,从而引起隧道发生纵向变形。现有解析方法多是将盾构隧道简化为等效连续梁,不能考虑隧道管片环间接头的弱化。首先,建立一种能够同时考虑环间张开和剪切错台的简化纵向梁-弹簧盾构隧道模型（simplified longitudinal beam-spring shield tunnel model,简称SLBSM）;其次,将在建隧道简化为Winkler地基上的SLBSM,采用状态空间法推导了非对称推力作用下盾构隧道纵向变形解析解答。通过与既有文献有限元及现有两种连续梁模型计算结果进行对比,验证了所提方法的可靠性和适用性,并对部分参数进行敏感性分析。研究结果表明：连续梁模型计算得到的隧道纵向位移表现为连续特征,而所提方法得到的隧道纵向位移表现为非连续特征,隧道纵向位移在接头处会发生突变;通过参数分析可知：增大接头转动刚度可有效降低隧道隆起和环间张开量;增大接头剪切刚度可有效降低环间错台量,但会导致隧道隆起和剪力的增加;增大地基刚度能显著降低隧道环间张开量和隆起,但会导致环间错台量的增加;管片始端轴力对隧道纵向变形的影响不可... 相似文献
104.
105.
Slurry performance is one of the key factors to maintain the stability of excavation face when slurry balance shield is tunneling in complex strata. Based on the engineering background of slurry shield tunneling in mudstone and gravel composite stratum of Nanning Metro Line 5, the control variable method and the self-made slurry shield tunneling system are adopted to compare and select the mud admixture and to analyze the influence of the admixture amount and the formation composite ratio on the slurry relative density. Then, the mud permeability law and the dynamic and static mud film forming law under different formation composite ratios, swelling water ratios and slag dosages are analyzed comprehensively by factorial design. The results show that different admixtures have significant influence on the properties of bentonite slurry. Specifically, potassium methyl silicate and potassium chloride can effectively reduce the relative density of slurry, while sodium chloride and sodium silicate can promote the disintegration of mudstone in water. In addition, the slag admixture can effectively reduce the water filtration, improving the film quality and reducing the consumption of bentonite. When the cutter head speed is less than or equal to 2.5 r/min, the formation rate of mud film is greater than or equal to the failure rate so as to ensure the stability of driving face. The mud swelling water ratio suitable for mudstone and gravel composite stratum (composite ratio: 0?1) is 0.1?0.20, the residue content is 100?200 g/kg, and the potassium methyl silicate is 3.75%?7.50%. 相似文献
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109.
Herbert Lutz Uwe KaulfuSS Torsten Wappler Werner L?hnertz Volker Wilde Dieter F. Mertz Jens Mingram Jens L. Franzen Herbert Frankenh?user Martin Koziol 《《地质学报》英文版》2010,84(4):984-1009
<正>To mark the occasion of the 175th anniversary of the Rheinische Naturforschende Gesellschaft in 2009 and of the centennial of the Mainz Natural History Museum in 2010,we present a short account of our present knowledge of the Eckfeld Maar after 20 years of continuous research.This paper does not attempt to include all of the detailed results on the geology of the Eckfeld site or its biota.To date,nearly 250 papers and books have been published since the start of our project.An up-to-date list of these publications can be found at www.eckfeldermaar. de. 相似文献
110.