地基土粉砂层动力特性分析试验研究     

周金领  赵杰  王桂萱  郑洋 《东北地震研究》2011,27(2):1-4

本文通过对某核电厂取水明渠导流堤地基土粉砂层室内共振柱试验及动三轴液化试验,测定了动剪切模量、阻尼比与动剪应变幅的双曲线关系,分析了粉砂的动力变形特性,探讨了砂土的抗液化强度与液化振次之间的乘幂函数关系,确定了该地基土的抗液化强度指标。为评价导流堤的地震稳定和液化分析提供了相关参数,同时对堤坝工程场地的地震安全性评价和液化评判有良好的借鉴和参考价值。  相似文献   

砂砾土动力特性的室内试验研究进展     

洪小星  陈国兴  孙田  王炳辉 《世界地震工程》2011,27(1)

简要回顾了国内外有关砂砾土动剪切模量和阻尼比的试验研究进展,总结了围压、固结比、颗粒形状、含砾量、颗粒破碎等因素对砂砾土动剪切模量、阻尼比及归一化动剪切模量比与阻尼比曲线特征的影响规律,发现砂砾土归一化动剪切模量比和阻尼比的曲线形状主要受围压大小的影响,其他因素的影响不明显;总结了砂砾土抗液化强度、振动孔压发展特征、液化判别方法方面的研究进展,含砾量、试样扰动、膜贯效应是影响砂砾土抗液化强度的主要因素;指出了砂砾土动力特性研究中存在的问题及今后应予以更深入关注的研究方向。  相似文献   

Geotechnical reconnaissance and liquefaction analyses of a liquefaction site with silty fine sand in Southern Taiwan     

Wen-Jong Chang  Sheng-Huoo Ni  An-Bin Huang  Yan-Hong Huang  Yu-Zhang Yang 《Engineering Geology》2011,(3):235

Geotechnical reconnaissance of a recurrent liquefaction site at a Quaternary alluvial deposit in southern Taiwan was conducted to establish a comprehensive case history for liquefaction on silty fine sand with high fines content. The liquefaction occurred at a silty fine sand layer with D₅₀ = 0.09 mm and fines content greater than 35% and was triggered by a M_w = 6.4 earthquake on March 4, 2010, which induced maximum horizontal acceleration up to 0.189 g at the site. In situ subsurface characterizations, including standard penetration test, cone penetration test, and shear wave velocity measurement, were performed as well as cyclic simple shear tests on undisturbed specimens retrieved by a modified hydraulic piston sampler. Comparisons of cyclic resistance ratios (CRRs) indicate that CPT sounding with standard penetration rate could overestimate the resistance ratio and drainage conditions during penetration should be considered for high fines content soil in the liquefaction analysis. Additionally, variations of CRRs from different in situ tests indicate that correlations among in situ tests and CRR could be soil specific and precautions should be taken when using these curves on silty fine sands.  相似文献   

植被气孔阻抗对区域气候影响的数值试验   总被引：1，自引：0，他引：1  

顾婷婷  周锁铨  骆月珍  潘娅英 《气象科学》2011,31(3):290-297

应用区域气候模式RegCM3,单向嵌套NASA/NCAR全球环流模式CAM30的输出结果,模拟1992—1997年不同气候背景下,植被气孔阻抗变化对鄱阳湖流域地表水循环过程和地面热量平衡的影响。结果表明,在现代气候条件下,气孔阻抗加倍导致年平均温度增加了033 ℃（193%）,降水减少了023 mm/d（24%）;在CO2加倍的未来情景下（1）气孔阻抗不变时,平均温度增加了169 ℃（996%）,降水增加了083 mm/d（86%）,（2）气孔阻抗加倍时,年平均温度增加了202 ℃（119%）,降水增加了068 mm/d（71%）。总的看来,气孔阻抗加倍的放大了CO2浓度增加（即温室效应）带来的影响。  相似文献   

Effect of physical parameters on static undrained resistance of sandy soil with low silt content     

M. Maleki  A. EzzatkhahM. Bayat  M. Mousivand 《Soil Dynamics and Earthquake Engineering》2011

Previous researches concerning the behavior of sand mixed with non-plastic fine show that the void ratio related to sand grains (e_c) plays a more important role in comparison with the total void ratio, where soil undrained resistance will be improved due to increase in FC at the constant e_c. In spite of this fact, the recent works indicate that e_c is unable to show perfectly the role of the non-plastic fines that are in voids between sand grains. For this reason, an equivalent void ratio (e_c)_eq has been defined that takes into account the non-plastic fine participation ratio in the soil bearing skeleton. In the present work, the generality of the expression of (e_c)_eq is verified. For this, a set of static undrained triaxial tests were performed. The results of tests indicate that the undrained behavior of a given sand mixed with different percentages of non-plastic fine can be described by (e_c)_eq. But if the grading curves of sand change, we cannot find a logic retention between (e_c)_eq and undrained resistance of soil, unless the physical and mechanical characteristics of soil are well introduced in expression of (e_c)_eq.  相似文献   

集安市团结区地质特征及物探异常分析     

徐良  衣吉伟  刘红香 《吉林地质》2013,(4):103-105

通过对集安市团结区地质特征的介绍,结合本区开展的物探激电中梯测量所取得的成果,确定该区的找矿方向。实践证明地质、物探方法相结合对于地质找矿具有重要意义。  相似文献   

Undrained behaviour of Changi sand in triaxial and plane-strain compression     

《Geomechanics and Geoengineering》2013,8(2):85-96

The results of an experimental study of the undrained behaviour of Changi sand under axisymmetric and plane-strain conditions are presented. K₀ consolidated undrained plane-strain tests and K₀ or isotropically consolidated triaxial tests on very loose and medium dense specimens were conducted. The undrained behaviour of sand at very loose and medium dense states under plane-strain conditions was characterised and compared with that under axisymmetric conditions. It was observed that the undrained behaviour of very loose and medium dense sand under plane strain is similar to that under axisymmetric conditions. However, because of the formation of shear bands in plane-strain tests, the post-peak behaviour of medium dense sand in plane strain is different from that in triaxial tests. It was also established that an instability line for plane-strain conditions can be defined in a way similar to that for axisymmetric conditions. Using the state parameter, a unified relationship between the normalised slope of instability line and the state parameters can be established for both axisymmetric and plane-strain conditions. Using this relationship, the instability conditions established under axisymmetric conditions can be used for plane-strain conditions.  相似文献   

A performance-based framework for assessing liquefaction potential based on CPT data     

《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2013,7(3):177-187

This article describes a new performance-based approach for evaluating the return period of seismic soil liquefaction based on standard penetration test (SPT) and cone penetration test (CPT) data. The conventional liquefaction evaluation methods consider a single acceleration level and magnitude and these approaches fail to take into account the uncertainty in earthquake loading. The seismic hazard analysis based on the probabilistic method clearly shows that a particular acceleration value is being contributed by different magnitudes with varying probability. In the new method presented in this article, the entire range of ground shaking and the entire range of earthquake magnitude are considered and the liquefaction return period is evaluated based on the SPT and CPT data. This article explains the performance-based methodology for the liquefaction analysis – starting from probabilistic seismic hazard analysis (PSHA) for the evaluation of seismic hazard and the performance-based method to evaluate the liquefaction return period. A case study has been done for Bangalore, India, based on SPT data and converted CPT values. The comparison of results obtained from both the methods have been presented. In an area of 220 km² in Bangalore city, the site class was assessed based on large number of borehole data and 58 Multi-channel analysis of surface wave survey. Using the site class and peak acceleration at rock depth from PSHA, the peak ground acceleration at the ground surface was estimated using probabilistic approach. The liquefaction analysis was done based on 450 borehole data obtained in the study area. The results of CPT match well with the results obtained from similar analysis with SPT data.  相似文献   

饱和砂土地震液化机理分析及地基处理的应用     

赵洪  伊丽娟 《城市地质》2013,(3):58-60,5

饱和砂土在地震荷裁作用下极易发生液化,对工程建筑造成危害。本文探讨了地震力作用下饱和砂土的液化机理。通过实例说明cFG桩和碎石桩共用具有明显的抗液化效果,并提出CFG桩和碎石桩抗液化,需进一步研究的问题。  相似文献   

大厚度饱和砂土液化地区振冲桩施工工艺试验研究     

李继超  桑有明 《岩土工程技术》2013,(5):259-262

针对大厚度饱和砂土液化地基,采用振冲碎石桩方案,分析不同型号振冲器成桩效果,试验不同的成孔辅助方式和成桩填料方法,对“抱孔”、振冲器掉落和虚高等施工常见问题进行分析和预防处理,探讨施工工艺合理性,提高施工效率,降低安全风险,为类似工程提供一定参考借鉴。  相似文献