Numerical modelling of the effect of curing time on the creep behaviour of a chemically stabilised soft soil     

《Computers and Geotechnics》2017

This work studies the effect of the curing time on the creep behaviour of a stabilised soft soil, using volumetric and deviatoric creep laws associated with constitutive models. Results of unconfined compressive strength tests for several curing times are used to define the time evolution of the mechanical and creep properties. The models/creep laws are validated by oedometer and triaxial creep tests, for 28 and 90 days of curing. The long-term behaviour of an embankment built on a soft soil reinforced with deep mixing columns shows that the effect of curing time decreases the settlement and increases the improvement factor.  相似文献   

四环聚异戊二烯类化合物:中国东部断陷湖盆新分子化石     

杨永才  李友川  孙玉梅  吴克强  刘丽芳 《沉积学报》2017,35(4):834-842

渤海湾盆地海域断陷湖盆歧口凹陷古近系烃源岩及原油样品中,检测出丰富的四环聚异戊二烯类化合物。四环聚异戊二烯类化合物（C₃₀TPP）具有两个异构体,能有效地区分渤海湾盆地海域歧口凹陷沙三段（Es₃）烃源岩和沙一段（Es₁）烃源岩形成的混源原油,是湖相原油的油源对比研究中的新分子化石。四环聚异戊二烯类化合物与水体盐度之间有密切关系,沉积环境水体盐度越高,其丰度越高。随热演化程度增大,原油的四环聚异戊二烯类化合物（TPP）丰度逐渐降低。四环聚异戊二烯类化合物（TPP）具有湖相有机质输入的很强专属性,可用于判识湖相原油研究,在研究湖相沉积环境有机质的油源对比、沉积环境及热演化规律中具有重要地质-地球化学意义。  相似文献   

沧东凹陷始新统孔店组二段深水细粒沉积岩中的软沉积物变形构造^*          下载免费PDF全文

鄢继华  焦玉玺  陈世悦  邓远  蒲秀刚 《古地理学报》2017,19(1):89-98

湖相深水细粒沉积岩中的软沉积物变形构造主要发育在泥岩和泥晶碳酸盐岩为主的地层中,大部分因为发育规模小(镜下尺度),在岩心观察中很容易被忽略掉。本文以沧东凹陷G108-8井孔店组二段(孔二段)细粒沉积岩为研究对象,通过密集的镜下观察和精细岩心描述,识别出同沉积微断裂、液化岩脉、微褶皱变形、微重荷变形和杂乱变形等多种类型的软沉积物变形构造。研究区深水细粒沉积岩中的软沉积物变形构造总体表现为规模小、垂向无明显重力流砂体伴生、原地成因、沉积纹层发育等特点。从应力调节方式的角度考虑,可以将软沉积物变形构造的形成机制划分为上覆应力卸载、侧向应力挤压和层内应力释放等3种类型,不同的形成机制分别是对不同沉积环境变化的响应。通过湖相深水细粒沉积岩软沉积物变形构造的研究,可以恢复古沉积环境变化、预测重力流方位,对深水细粒沉积岩的油气勘探也具有一定的指导意义。  相似文献   

Universal model forms for predicting the shear modulus and material damping of soils     

Behzad Amir-Faryar  M. Sherif Aggour  Richard H. McCuen 《Geomechanics and Geoengineering》2017,12(1):60-71

Numerous model forms have been used to predict the dynamic behaviours of soils, mainly the shear modulus and material damping. These models are used to represent normalised shear modulus reduction and material damping curves. The majority of the existing models are empirical and were proposed for specific soil types, strain ranges, etc. Some are limited to the data used in fitting, but fail to provide a good fit to other sets of data. The available model functions are not universal, which means that a model developed for one soil type may not be applicable for use with other soil types. In this paper, two universal mathematical models were proposed to predict the normalised shear modulus reduction and material damping curves. The mathematical model forms are sufficiently flexible to be widely used with different soil types. The models were evaluated using verification data of eight different soil types, i.e., data that were not used to fit the model parameters. The results indicate that the proposed model forms can accurately model the dynamic soil properties within the typical earthquake range. The advantage of developing the two universal models are two-fold, first the forms are applicable for sand, clay, and fibre-soil composite and second with further testing of soils, the model coefficients could ultimately be used to further understand the physical processes in soil behaviour, especially damping.  相似文献   

Decomposition of algal lipids in clay-enriched marine sediment under oxic and anoxic conditions     

吕冬伟  宋茜  王旭晨 《中国海洋湖沼学报》2010,(1)

A series of laboratory incubation experiments were conducted to examine the decomposition of algal organic matter in clay-enriched marine sediment under oxic and anoxic conditions.During the 245-day incubation period,changes in the concentrations of TOC,major algal fatty acid components (14:0,16:0,16:1,18:1 and 20:5),and n-alkanes (C16-C23) were quantified in the samples.Our results indicate that the organic matters were degraded more rapidly in oxic than anoxic conditions.Adsorption of fatty acids onto cla...  相似文献   

Modification of HDPE filling with pelagic clay     

ZHAO Liang  ZHANG Peiping  ZHANG Dongli  LIU Xuesong  LU Huahua 《世界地质(英文版)》2010,13(2):108-112

In order to improve the properties of HDPE, the authors used the method of suspended diffusion for purification the pelagic clay, used silane coupling agent to increase its organic activation, and prepared the composites of organic pelagic clay/HDPE by melting them in different conditions. The affections of process conditions and quantity of pelagic clay to the properties of composites were analyzed by testing their mechanical properties, thermo stability and barrier properties. According to test the structure of composites, it is indicated that pelagic clay has good compatibility with HDPE. The result shows that the pelagic clay can improve mechanical properties, thermo stability and barrier properties of HDPE properties effectively.  相似文献   

Statistical Analysis of the Dynamic Parameters of Silty Clay in the Beijing Area     

Shi Chunhu  Lü Yuejun  Peng Yanju  Tang Rongyu 《中国地震研究》2010,24(1):117-127

Soil dynamic parameters, including dynamic shear modulus ratio and damping ratio, have important effects on the results of layered soil earthquake response. In this paper, the mean parameter values of silty clay in different depths are obtained after statistical analysis of the experimental soil dynamic data from 20 recent site seismic safety evaluation reports in the Beijing area. Furthermore, based on two typical engineering sites, the influence of four different soil dynamic parameters, the statistic mean values, experimental values, values recommended by Yuan Xiaoming, and the values recommended in the code for seismic safety evaluation of engineering sites ( DB001 -94) are analyzed. The result shows that mean statistical values are applicable to seismic safety evaluation work in the Beijing area, especially for some inter-layered silty clays whose undisturbed soil samples are hard to obtain.  相似文献   

初始剪应力对软土场地震反应的影响     

柳伟  王军  蔡袁强 《岩土力学》2011,32(6):1731-1735

实际工程的边坡、斜坡以及挡土结构中的土体都存在一个初始剪应力的作用。在初始剪应力的作用下土体会产生较大的残余应变。然而,原始Iwan模型难以考虑这种因素的影响。因此,将软化模型引入Iwan串联模型中考虑循环软化的影响,同时再串联一理想刚塑性元件,模拟循环过程中产生的残余应变;最后,结合Masing准则对软黏土的动应力-应变关系进行了描述。在此基础上,将修正的Iwan模型用于软土层的一维非线性地震反应分析。通过分析发现,当场地存在初始剪应力且受到强震时,土体模型需考虑这种因素的影响,否则可能低估速度及加速度幅值,也会低估最大剪应变幅值  相似文献   

海相沉积软土动强度与孔压特性试验研究   总被引：2，自引：0，他引：2  

叶俊能  陈斌 《岩土力学》2011,32(Z1):55-60

以宁波轨道交通1号线②、③和④层海相沉积软土为对象,进行GDS单向振动三轴试验,研究了不同动应力幅值和频率作用下软土的动强度与孔压特性。结果表明：相同动应力状态下,等向固结时的强度要比K0固结时的强度大;在相同动应力幅值条件下,频率越高,强度越高;动应力越大,试样强度越大,发生硬化现象。随着振动次数的增加,孔隙水压力也不断增大,仅③层粉质黏土夹砂层在应力幅值为5 kPa时孔压有稳定趋势。最后,通过对动三轴试验数据进行拟合,得到了模型参数,其结果可以用来预测循环荷载作用下土体的累计孔压。  相似文献   

结构性软土的黏滞系数     

张先伟  王常明 《岩土力学》2011,32(11):3276-3282

黏滞系数是表征土的蠕变和流动特性的重要指标。对黄石、漳州、青岛地区结构性软土进行电子显微镜扫描、颗粒分析、X衍射试验和化学分析试验,测试结果表明,软土的粒度成分、矿物成分、物理化学性质、结构类型对黏滞系数影响较大。软土蠕变过程中,结构单元体发生定向排列或产生滑动,其相对运动使结合水的黏滞性反映出来,进而引起黏滞系数的变化。进行直接剪切蠕变试验,并通过陈氏法处理蠕变试验数据。试验结果表明,黏滞系数随剪应力的增加达到峰值,固结压力越大,峰值体现越明显,峰值对应的剪应力也越大,这主要是微观结构随剪应力增大逐渐破损所引起的。固结压力增大,结合水膜厚度变薄,土颗粒间连接力增强,黏滞系数也随之增大。用不同固结压力下黏滞系数峰值对应的剪应力代替临界抗剪强度,提出了一个新的求取长期强度的方法,并通过试验数据验证了方法的正确性。该研究有助于进一步认清蠕变机制,对修正或建立较为符合实际的本构模型有一定意义。  相似文献