沉降控制复合地基设计与测试研究     

黄广龙  惠刚  梅国雄  郑东明 《岩土力学》2008,29(4):911-915

分析了深层搅拌桩复合地基承载特性及影响复合地基沉降变形的因素,针对具体工程,对深层搅拌桩复合地基以沉降作为控制标准进行设计,并通过桩间土应力和桩顶应力的测试,研究了复合地基桩土应力分布特性。沉降监测结果表明,该建筑物沉降量与预测值较为接近,表明在软土层较厚并且存在软弱下卧层地区,复合地基按沉降控制设计是可行的。  相似文献   

土工格室加筋土的大尺寸直剪试验研究   总被引：4，自引：0，他引：4  

刘炜  汪益敏  陈页开  周刚  余继东  黄放军 《岩土力学》2008,29(11):3133-3138

采用自行研制的500 mm?500 mm?400 mm（长?宽?高）大尺寸直剪仪,对土工格室加筋土以及土工格室加筋水泥稳定土的剪切性能进行了试验研究。通过大尺寸直剪试验模拟土工格室加筋土的剪切作用过程,得出加筋土剪切应力与剪切应变关系为非线性确定了土工格室加筋土的抗剪强度指标以及土工格室对土的抗剪强度增强机理,土工格室加筋土的黏聚力提高较大,内摩擦角变化相对较小。通过对素土和掺入量为5 %的水泥稳定土进行常规直剪试验、大尺寸直剪试验和三轴压缩试验对比分析,探讨不同试验方法对抗剪强度指标的影响,得出3种试验方法对应的抗剪强度指标及其相对大小;即素土的摩擦角大小依次为：三轴试验小于大尺寸直剪试验小于常规直剪试验,素土的黏聚力大小依次为：大尺寸直剪试验小于三轴试验小于常规直剪试验;水泥稳定土的摩擦角大小为：三轴试验小于大尺寸直剪试验,黏聚力结果比较大小依次为：三轴试验小于大尺寸直剪试验。  相似文献   

偏高岭土与水泥砂土渗透性关系分析     

代帆  宋晓波  王斌 《地下水》2019,(3):86-87,141

以探究偏高岭土与水泥砂土渗透性(渗透系数值)的关系为主要内容,选择合适的外掺比例用于工程实践。通过设计对比试验,选择偏高岭土的外掺比例分别为0.0%、1.0%、2.0%、3.0%、4.0%、5.0%等6组试验组,分析试验数据并作图对比。最后得到如下2个结论:外掺偏高岭土后提升了水泥土的抗渗性能,尤其可大幅度提升水泥土前期抗渗性能,且外掺比例3.0%时效果最佳。外掺偏高岭土后并不影响水泥渗透系数值与养护龄期呈负相关的关系,外掺偏高岭土的水泥砂土的渗透系数值在35 d后基本维持不变。  相似文献   

Hydrothermally induced diagenesis: Evidence from shallow marine-deltaic sediments,Wilhelmøya,Svalbard     

Beyene G.Haile  Urszula Czarniecka  Kelai Xi  Aleksandra Smyrak-Sikora  Jens Jahren  Alvar Braathen  Helge Hellevang 《地学前缘(英文版)》2019,10(2):629-649

Sedimentary basins containing igneous intrusions within sedimentary reservoir units represent an important risk in petroleum exploration. The Upper Triassic to Lower Jurassic sediments at Wilhelm?ya(Svalbard) contains reservoir heterogeneity as a result of sill emplacement and represent a unique case study to better understand the effect of magmatic intrusions on the general burial diagenesis of siliciclastic sediments. Sills develop contact metamorphic aureoles by conduction as presented in many earlier studies. However, there is significant impact of localized hydrothermal circulation systems affecting reservoir sediments at considerable distance from the sill intrusions. Dolerite sill intrusions in the studied area are of limited vertical extent(～12 m thick), but created localized hydrothermal convection cells affecting sediments at considerable distance(more than five times the thickness of the sill)from the intrusions. We present evidence that the sedimentary sequence can be divided into two units:(1) the bulk poorly lithified sediment with a maximum burial temperature much lower than 60-70 ℃,and(2) thinner intervals outside the contact zone that have experienced hydrothermal temperatures(around 140 ℃). The main diagenetic alteration associated with normal burial diagenesis is minor mechanical plastic deformation of ductile grains such as mica. Mineral grain contacts show no evidence of pressure dissolution and the vitrinite reflectance suggests a maximum temperature of ～40 ℃. Contrary to this, part of the sediment, preferentially along calcite cemented flow baffles, show evidence of hydrothermal alteration. These hydrothermally altered sediment sections are characterized by recrystallized carbonate cemented intervals. Further, the hydrothermal solutions have resulted in localized sericitization(illitization) of feldspars, albitization of both K-feldspar and plagioclase and the formation of fibrous illite nucleated on kaolinite. These observations suggest hydrothermal alteration at T 120-140 ℃ at distances considerably further away than expected from sill heat dissipation by conduction only, which commonly affect sediments about twice the thickness of the sill intrusion. We propose that carbonate-cemented sections acted as flow baffles already during the hydrothermal fluid mobility and controlled the migration pathways of the buoyant hot fluids. Significant hydrothermally induced diagenetic alterations affecting the porosity and hence reservoir quality was not noted in the noncarbonate-cemented reservoir intervals.  相似文献   

氯氧镁水泥的研究进展   总被引：6，自引：4，他引：2       下载免费PDF全文

严育通  景燕  马军 《盐湖研究》2008,16(1):60-66

综述了氯氧镁水泥的一些研究应用情况。重点介绍了其水化机理、改性剂的研究现状。对其制品在国内外的应用现状进行了简要总结,并对以后的发展趋势进行了初步探讨。  相似文献   

综合近震及远震波形反演2006文安地震(M_w5.1)的震源机制解          下载免费PDF全文

黄建平  倪四道  傅容珊  钮凤林  邵志刚  郑勇 《地球物理学报》2009,52(1):120-130

2006年7月4日,在距离北京100 km左右的文安地区,发生了M_w=5.1级地震,引起了北京地区的强烈震感.为了更好的认识区域构造,我们利用近震及远震波形反演的方法得到了此次文安地震的震源机制.选择了北京数字地震台网的9个地震台,震中距小于600 km,台站的方位角覆盖较好.为了更好地利用信号相对较弱的P波信号,对于一个地震记录,本文分别截取出P波和面波两个部分,分别给予不同的权重进行反演,结合格点搜索的方法,得到了与记录P波及面波三分量对应较好的地震的方位角、倾角和滑移角.同时考虑到北京西北地区地壳较厚,本文在利用F-K方法计算近震理论波形的时候,对不同的方位角,采用了不同的地壳速度模型.随后结合远震信号中的直达P、pP、sP波形得到了分辨率较高的地震震源深度.反演结果表明,此次文安地震是一个较为典型的走滑型地震,方位角为210°,倾角80°,滑移角-150°,地震的深度为14~15 km,地震的震级为(M_w=5.1).反演结果与断层的几何分布、余震分布及北京地区北北东向应力场有很好的一致性.  相似文献   

Wave barrier of lime–cement columns against train-induced ground-borne vibrations     

Christoffer With  Mehdi Bahrekazemi  Anders Bodare 《Soil Dynamics and Earthquake Engineering》2009

This paper presents a comparison between measured train-induced ground vibrations in the free-field before and after countermeasures had been taken at Kåhög near Gothenburg in Sweden. A wave barrier of lime–cement columns was constructed parallel to the railway in order to reduce the ground-borne vibrations inside nearby buildings. On top of the barrier an embankment was built to reduce air-borne vibrations. Due to the wave barrier design, part of the energy content of the waves was expected to be reflected by the screen and transmitted energy was expected to be partly scattered. Contribution from the noise-embankment was not thought likely but could not be ruled out due to its fairly large mass and its close proximity to the railway. The effect of the mitigating measures resulted in a 67% reduction of the maximum particle velocity at 30 m and 41% at 60 m from the railway. A simple two-dimensional finite element model has been used to study the relative importance of the wave barrier and the noise-embankment as contributors to the mitigation recorded of the ground vibrations in the field. It is concluded with respect to ground vibrations that both the barrier and the embankment had a mitigating effect but that the contribution from the barrier dominated. Furthermore, it is seen from the field results as well as the simulation that the effect of the mitigating action is reduced with increasing distance from the railway.  相似文献   

搅拌桩加固挤土效应及在地铁隧道保护中的应用   总被引：1，自引：0，他引：1  

付艳斌  廖少明  朱合华 《岩土力学》2009,30(7):2005-2010

在减小地基变形进行的深层搅拌桩加固时,加固本身的挤土效应对隧道变形产生了影响。为此,模拟了搅拌桩（DCM）侧向挤土效应的4种荷载模式,结合实测资料并采用数值试验验证了侧向挤土荷载模式的合理性。进一步应用该模式,通过有限元模拟了搅拌桩的加固挤土效应,分析讨论了不同加固顺序对地面变形,隧道变形以及长期蠕变变形的影响,结论表明,搅拌桩加固对地面环境影响是不可忽略,隧道周围搅拌桩施工顺序对隧道变形影响较大,搅拌桩加固后长期蠕变效应相对加固过程的变形很小。  相似文献   

流态化法部分热解氯化镁制备镁水泥原料的研究   总被引：1，自引：0，他引：1       下载免费PDF全文

王世栋  都永生  孙庆国  李明珍  火焱 《盐湖研究》2010,18(1):42-45

探讨了影响流态化法热解水合氯化镁的主要因素,在进口温度750℃下,改变进料速度,可控地制备了不同摩尔比的镁水泥原料。  相似文献   

Experimental study on improving collapsible loess with cement     

SHAN Bo  WANG Changming  DONG Quanyang  TANG Ling  ZHANG Guangyi  WEI Jiaming 《世界地质(英文版)》2010,13(2):79-84

The collapsibility of loess ground can directly affect stability of subgrade. Therefore, how to adopt practical technical measures to reduce or eliminate its collapse deformation is an important content in foundation design in collapsible loess zone. Selecting collapsible loess from Fuxin-Chaoyang highway in Liaoning, the authors conducted a series of tests for improving loess with cement. The loess in different water content was mixed with the cement in varying proportions, unconfined compression strength for the samples at four different curing periods were tested, and the relationships of improved soil strength among cement mixture ratio and curing periods were analyzed. When the curing periods are certain, the strength of loess increases along with the mixture ratio increases; when the cement mixture ratio is 5%-15%, the scope of increases is quite obvious; when the mixture ratio is greater than 15%, the tendency of intensity increases turns slow. When the mixture ratio for the specimen is certain, the intensity of the test specimen increases along with the curing period increases, the intensity grows obviously in 28 days, and the growth rate is small in 28-90 days, the intensity tends to be steady in the curing period of 90 days.  相似文献