不同配比水泥黄土强度的试验研究

以临夏地区黄土为研究对象,通过对水泥黄土无侧限抗压强度和抗剪强度的试验研究,分析了水泥掺量和养护龄期对水泥黄土无侧限抗压强度及抗剪强度的影响。实验结果表明:水泥黄土的强度随水泥掺入量的增加而增大;随养护龄期的增加而增大;黄土抗剪强度随水泥掺量的增加而增大。     

考虑孔隙特性的压实黄土抗剪强度试验研究

以甘肃省临夏某机场场址黄土为研究对象,基于室内三轴剪切试验,研究了初始含水率和压实度对重塑黄土抗剪强度指标、应力路径、破坏强度的影响规律;结合室内电镜扫描试验得到的重塑黄土细观结构图像,定量分析了不同压实度下重塑黄土孔隙特性,并建立了孔隙特性与破坏强度之间的关系.研究结果表明:(1)不同初始含水率和压实度条件下重塑黄土应力G应变关系曲线形式为软化型、弱硬化型和强硬化型:7%含水率以下、90%压实度以上条件下为软化型,7%含水率、 85%压实度以下及9%含水率、90%压实度以上条件下为弱硬化型,其余条件下则为强硬化型; (2)重塑压实黄土应力路径曲线呈斜直线形式,曲线形式基本不受压实度和含水率影响;(3)重塑压实黄土抗剪强度指标、破坏强度随初始含水率的增加而减小,随压实度的增加而增大;(4)重塑压实黄土破坏强度与微、小孔隙含量成正比例关系,与中、大、特大孔隙含量及孔隙平均周长和面积成反比例关系.     

天然含水率状态下原状黄土动强度特性研究

通过对不同天然含水率状态下兰州原状黄土的室内动强度试验,得出了相应破坏振次为10和20次时原状黄土的动强度参数.根据试验所得动强度参数,分析了原状黄土的动强度参数随天然含水率和破坏振次的变化规律.探讨了天然含水率、破坏振次对该地区原状黄土动强度指标的影响,并对原状黄土的动强度参数与天然含水率之间的关系曲线进行了拟合,给出了其数学表达式.结果表明,动凝聚力与动内摩擦角随天然含水率变化规律,较好地符合乘幂函数关系和线性关系.     

不饱和黄土的波速与质量含水率关系

黄土具有特殊的物理力学性质,且多具湿陷性.本文采用陕西省延安市南沟村的黄土研究不饱和黄土波速与质量含水率之间的关系.低场核磁的T2驰豫曲线表明黄土样品中水分主要为两种存在状态,一种是存在于小孔径中的结合水,另一种是存在于中孔径和大孔径中的自由水.随着黄土质量含水率的增加,结合水占比显著增高.黄土的中小孔含水占比与纵横波速度具有正相关关系.黄土样品的纵横波速度测量结果显示黄土的纵横波速在含水率小于8%时,随着质量含水率的继续增加,纵横波速度呈现出下降趋势;当质量含水率大于8%时,纵横波速度基本保持不变.土壤波速理论模型能较好描述质量含水率小于8%的纵横波速度变化,但质量含水率超过8%之后低估了黄土波速值.

     

黄土的钻孔剪切试验特性研究

为研究钻孔剪切试验在黄土中的应用效果,在西安东郊典型的Q₃黄土中进行不同首级法向应力和不同法向应力增量条件下钻孔剪切试验。试验结果表明,抗剪强度随法向应力增大呈曲线形式增大,存在某一临界法向应力值,超过该值后抗剪强度与法向应力之间呈良好的线性关系,能较好地符合摩尔-库仑强度准则,所测得的抗剪强度参数相差较小;在分级加载试验中,法向应力增量越小,达到同一法向应力时的抗剪强度越大;分别加载试验与分级加载剪切试验相比,在相同法向应力下测得的抗剪强度值偏小,随法向应力增大,偏离程度增大;当法向应力较小时,剪切齿难以压入硬土中,导致所测得的黏聚力偏小、内摩擦角偏大,为此建议开发适合不同软硬土质的剪切板,并增加法向位移观测系统,用于判断法向应力施加过程的齿尖压入孔壁情况。     

干湿循环下含盐量变化对遗址土剪切强度影响的试验研究

中国西北干旱和半干旱地区集中降雨和强烈蒸发的特殊气候环境加剧了对土遗址的破坏。以掺入不同含量Na2SO4和NaCl的重塑土样为研究对象,通过室内模拟开放系统下干湿循环过程,并采用声波测试,反映含盐类遗址土在干湿循环下的劣化过程;测试多次循环后的遗址土剪切强度随含盐量的变化规律,并从盐类性质及波速两方面分析了干湿循环对遗址土剪切强度的作用机理。结果表明:在含水率一定的情况下纵波波速随干湿循环次数的增加而减小;干湿循环后的土体黏聚力随着盐分含量的增加呈下降趋势,内摩擦角则出现先增大后减小的现象;纵波波速与黏聚力随着含盐量的增长整体变化趋势有较好的相关性,与内摩擦角的相关性则表现为纵波波速的间断性和内摩擦角阶段性的契合。     

制样方法对非饱和压实黄土强度变化影响的试验研究

为研究不同制样方法对非饱和压实黄土抗剪强度指标的影响规律,进行不同干密度压实土在预湿及加湿两种制样方法下的剪切试验研究。结果表明:预湿制样试验中,存在一个临界含水率影响着试验黄土的黏聚力、摩擦角,当试样的含水率低于临界含水率时,抗剪强度随含水率增加而提高,而当含水率高于临界含水率时,抗剪强度随含水率的增加而降低;抗剪强度指标总体随试样干密度的增大而增大。加湿制样试验中,随着试样含水率的增加,黏聚力连续降低,摩擦角随含水率的增加先提高后降低,对比预湿试样而言,含水率对摩擦角的折减程度降低。可以看出制样方法对非饱和压实黄土黏聚力的影响特征比较突出,当含水率低于临界含水率时加湿试样的黏聚力比预湿试样大,而当含水率高于临界含水率时预湿试样的黏聚力较高,认为加湿试样存在类似"木桶效应",而预湿试样则与试样整体水平有关。研究结果对于进一步加深非饱和黄土抗剪强度指标的适用性研究具有一定参考价值。     

甘肃武都典型夯土民房承重墙体抗剪强度试验研究

武都是甘肃省典型夯土民房使用地区.试验中使用武都当地常用土料,完全按照当地施工工艺夯筑两片夯土墙体试件,利用伪静力方法研究墙体抗剪强度.结果显示:(1)上覆荷载对夯土墙体的水平承载力和变形影响较大,随着上覆荷载从10 kN增加到18 kN,开裂荷载和极限荷载分别增加了217％和359％,极限顶点位移则降低了30％;(2)在水平往复荷载的作用下,夯土墙体始终沿着夯土层间水平和垂直接触裂缝处产生破坏,最终碎裂成块体.最后提出了使用铁丝网来加固现存夯土民房承重墙体的建议.     

黄土抗剪强度的三轴试验

非饱和黄土的强度随着含水量的增大是降低的。本文对青海某场地的黄土进行了三轴的试验研究,结果表明含水量对土体的强度影响显著,但加载速率对土体静强度的影响甚微。     

不同结构性黄土的强度规律及传统强度准则适应性分析

在真三轴试验基础上揭示了多种不同结构性原状黄土的强度变化规律,分析了在岩土工程实践中常用的Mohr-Coulomb准则和Matsuoka-Nakai准则对不同结构性原状黄土的适应性。结果表明:当结构性黄土的强度越大时,其在π平面上的破坏线越接近于抹圆曲边三角形,反之其在π平面上的破坏线越接近于抹圆角三角形;结构性黄土随着结构性的增大在π平面上的强度破坏线从抹圆角三角形逐渐向抹圆曲边三角形发展,最终趋近于Mises圆;两个强度准则所描述的强度都比结构性原状黄土的实际强度值小,Mohr-Coulomb准则的误差比Matsuoka-Nakai准则的误差大,并且随着结构性的增强其误差也逐渐增大。     

粘粒含量对甘肃黄土抗液化性能的影响

甘肃黄土是介于砂土与粘土之间的一种过渡性土壤,它具有砂土的某些特性,又具有粘土的某些特性,存在一定的粘塑性。通过对含粘粒黄土所做的实验研究,包括：粘粒含量不同的原状土样所做室内的动三轴试验、激光粒度分析试验、化学分析和电镜扫描,试验结果分析对比后,得出了含粘粒黄土抗液化性能的特性。并得出以下结论：（1）粘粒颗粒级配不同,也引起黄土动力稳定性的变化;（2）液化强度与粘粒含量并非呈单调增加关系,无论固结压力如何,粘粒含量Pc=15％左右时抗液化性能最低;（3）粘粒含量为一定值时,液化孔压比偏大,偏离这一值时,液化孔压比偏小。     

新疆艾比湖湿地土壤水盐空间变异性分析

为揭示艾比湖湿地土壤退化程度空间分布特征,在离艾比湖湖滨5~15 km,绕湖一周160 km范围内,以湖心质点为中心,将艾比湖划分为东北、东南、西南、西北4个区域,采用传统统计学和地统计学相结合的方法对表层(0~20 cm)土壤盐分、含水量与p H的空间分异特征进行研究.结果表明:绕湖一周不同区域的土壤盐分均属中等变异强度;土壤含水量在西北部属强变异性,而东北、东南和西南部均属中等变异强度;土壤p H在不同区域内均属弱变异强度.绕湖一周除西北部土壤盐分的半方差理论模型较符合球状模型外,其它区域土壤盐分、含水量和p H均符合高斯模型;受结构性因素影响,不同区域土壤盐分、含水量和p H均具有较强的空间相关性;西南部土壤盐分、含水量和p H的Moran's I系数比其它区域的波动大,表明空间相关性较强.艾比湖湿地常年大风、干旱、缺水及沙化盐化的自然因素与引水围堰、种植耐盐碱植物的人为活动造成了采样区表层土壤盐分、含水量和p H的空间分布多呈现不规则条带状格局.艾比湖湿地土壤以盐土为主,重度盐化土次之,土壤盐渍化日益严重.     

Influence of shear rate,organic matter content,pH and salinity on mud flocculation

The purpose of this paper is to establish a relation between a few measurable quantities (the so-called ζ potential, organic matter content, and shear rate) and the flocculation behavior of mud. The results obtained with small-scale flocculation experiments (mixing jar) are compared to results of large-scale experiments (settling column). The mud used for all experiments has been collected in October 2007 in the lower Western Schelde, near Antwerp, Belgium. From this study, it was found that the mean floc size and the Kolmogorov microscale vary in a similar way with the shear rate for suspensions with different pH and salt concentrations. The size of flocs at a given shear rate depends on the properties of the suspension, which affect the electrokinetic properties of the sediment; these can be described by means of the ζ potential. The main findings of this paper are: (1) In saline suspensions at pH = 8, the mean floc size increases when the salt concentration and the ζ potential increase. (2) For a given ζ potential, the mean floc size at low pH is larger than observed at pH = 8 for any added salt. (3) The mean floc size increases with increasing organic matter content. (4) Mud with no organic matter at pH = 8 and no added salt flocculates very little. The response of mud suspensions to variations in salinity and pH is similar to that of kaolinite. This suggests that a general trend can be established for different and complex types of clays and mud. This systematic study can therefore be used for further development of flocculation models.     

甘肃平凉地区地震活动特征及其发震机理研究

针对2001年以来甘肃省平凉地区中小地震活动增强现象比较突出问题,通过遗传算法重新定位地震深度,利用矩张量反演方法反演震源机制解,并根据平凉地区地震时空分布特征、震相特征以及区域地质构造环境,认为平凉地区地震主要为煤矿诱发地震,可能发震机理为煤体压缩、顶底板拉伸、断层矿震等.     

Simulated water productivity in Gansu Province,China

Economic value of water and economic analysis of water use management in Gansu Province of China have attracted widespread public attention. With the socioeconomic development, research on water resources has become more important than before. In this study, we define “water productivity” as the changes of economic production outputs of sectoral activities in every cubic meter of water input, which is also the technical coefficient of water resource use in each sector. According to Computable General Equilibrium (CGE) framework, based on the Input–Output Table 2007 and water resources bulletin of Gansu Province, we introduced the water into the ORANI-G (A Generic Single-Country Computable General Equilibrium model) model through the nested constant elasticity of substitution (CES) production function to analyze the changes of economic productions caused by water supply changes. We then examined water productivity in different sectors. Empirical results showed that current water productivity is underestimated. Agricultural water productivity is lower than that of the secondary and tertiary industries, even although agricultural water use is the largest part of water use in Gansu Province, and therefore improving agricultural water productivity can greatly mitigate the water shortage. Simulation results indicate that industrial transformation and development of water-saving industries will also mitigate water scarcity. Moreover, sensitivity analysis shows that the empirical results are robust under different scenarios. The results also show that higher constant elasticity of substitution rate (CES) between water and other production factors will contribute to sustainable development.     

老虎山断裂带大地电磁地震监测研究

本文分析研究了2004年10月至2006年9月在老虎山断裂带附近一测点的5次大地电磁重复观测资料。 观测期间在其断裂带的近距测点十数公里处,发生了最大震级为M_L4.6的一组3级以上地震。 揭示出了由大地电磁法观测到该地震活动过程所显示的深部电性变化的前兆特征,表明在震源区一相应深度范围在地震孕育过程中介质电阻率出现下降—上升—发震的变化过程。     

GPR study of pore water content and salinity in sand

High‐resolution studies of hydrological problems of the near‐surface zone can be better accomplished by applying ground‐probing radar (GPR) and geoelectrical techniques. We report on GPR measurements (500 and 900 MHz antennae) which were carried out on a sorted, clean sand, both in the laboratory and at outdoor experimental sites. The outdoor sites include a full‐scale model measuring 5 × 3 × 2.4 m³ and a salinity site measuring 7.0 × 1.0 × 0.9 m³ with three buried sand bodies saturated with water of various salinities. Our studies investigate the capability of GPR to determine the pore water content and to estimate the salinity. These parameters are important for quantifying and evaluating the water quality of vadose zones and aquifers. The radar technique is increasingly applied in quantifying soil moisture but is still rarely used in studying the problems of water salinity and quality. The reflection coefficient at interfaces is obtained from the amplitude spectrum in the frequency and time domains and is confirmed by 1D wavelet modelling. In addition, the GPR velocity to a target at a known depth is determined using techniques of two‐way traveltime, CMP semblance analysis and fitting an asymptotic diffraction curve. The results demonstrate that the reflection coefficient increases with increasing salinity of the moisture. These results may open up a new approach for applications in environmental problems and groundwater prospecting, e.g. mapping and monitoring of contamination and evaluating of aquifer salinity, especially in coastal areas with a time‐varying fresh‐water lens. In addition, the relationship between GPR velocity and water content is established for the sand. Using this relationship, a subsurface velocity distribution for a full‐scale model of this sand is deduced and applied for migrated radargrams. Well‐focused diffractions separate single small targets (diameter of 2–3 cm, at a depth of 20–180 cm and a vertical interval of 20 cm). The results underscore the high potential of GPR for determining moisture content and its variation, flow processes and water quality, and even very small bodies inside the sand or soil.     

Discovery of the Surface Rupture Zone on the South of Helishan in Gaotai,Gansu Province

According to a new investigation in the northern Hexi corridor,the remains of two surface rupture zones were discovered on the southern margin fault of the Helishan. One rupture has a length of approximately 7km and the other 10km. The two surface rupture zones might have been produced by the latest earthquake event. On the surface rupture is continuous scarp and free face caused by the rupture. The scarp is about 1 ～ 1. 5m high and on some sites,nearly up to 2m. According to the OSL results,the latest T1 terrace and higher flood plain forming in 3000a B. P. are dislocated by the fault. The above reveals the rupture age to be later than the T1 terrace. However,in the historical data and earthquake catalogue,we didn't find related information about the fault and surface rupture in this area. The 180 A. D. Biaoshi M8. 0 earthquake and the 756 A. D. Zhangye-Jiuquan M7. 0 earthquake are documented in historical data. It is inferred by textual research that the two earthquakes are related to the northern marginal fault of Yumushan in the south of the basin. Due to a lack of reliable evidence,there are still many arguments on this inferred conclusion. Thus we hold that the two surface rupture zones were produced by one of the two large earthquakes or other unrecorded historical event. The research on the activity and surface rupture of this fault can offer valuable information for the tectonic study and strong earthquake risk estimates of this region in the future.     

甘肃文县上城台地的地震记录分析

选取文县上城台地三个不同高程强震台同时记录到的汶川大地震的9次余震记录,研究场地的地震反应和波的传播效应。通过对比峰值加速度、地震反应谱、加速度时程等地震动参数,全面分析了地震动放大效应与地形的关系以及地震动特征与震源的关系。结果表明:相对于山脚,山顶的峰值加速度明显放大,并且山顶的地震动在场地卓越周期附近放大最显著;多数地震记录显示山顶处垂直白水江河谷分量的峰值加速度比值大于平行河谷分量比值;地震动绝对持时从山脚、山腰到山顶依次增长。总之,地形条件和其上覆松散层共同作用造成了上城台地的地震动放大。