基于修正统一硬化模型的超固结非饱和红黏土边坡稳定分析

在降雨和水位升降的联合作用下,库岸边坡易发生滑塌现象。采用理想弹塑性Mohr-Coulomb准则,在干湿循环作用下,分析库岸边坡的稳定性,难以反映边坡土的超固结消散等复杂力学特性。以江西省新干航电枢纽库岸边坡为背景,针对弱超固结非饱和红黏土,开展非饱和直剪试验,采用反正切函数,描述吸力应力与基质吸力的数学物理关系,提出红黏土的超固结非饱和统一硬化(unified hardening,UH)模型。然后,在UH模型的基础上,采用C++语言,开发FLAC3D的应用程序;利用GeoStudio软件的SEEP/W模块,计算降雨入渗的非饱和渗流场;编写接口程序,导入FLAC3D,开展库岸边坡的稳定性计算。库岸边坡的水平位移明显大于经典的非饱和理想弹塑性模型计算结果,结果表明,修正UH模型能够合理地预测超固结非饱和红黏土库岸边坡的稳定性,为同类库岸边坡工程稳定性分析提供了参考。

高吸力下高庙子钙基膨润土的土水–力学特性

高庙子钙基膨润：已具有明显的湿胀干缩特性，吸力变化会引起持水状态和孔隙比的变化。用蒸汽平衡法测得高吸力段（3-287MPa）高庙子钙基膨润士的士水特性和变形特性。分析比较了吸力路径、试样初始孔隙比、应力加载历史以及土体结构对土水特性、变形及吸力应力的影响。研究表明，脱湿和吸湿过程中孔隙比的差异会引起体积含水率和饱和度的滞回。饱和度与吸力间关系受试样初始孔隙比和孔隙结构影响较大，与应力加载历史无商接关系。由吸力引起的吸力应力随吸力的增大而非线性增大，并在较高吸力时趋向于一定值。吸力应力受吸力路径、初始孔隙比以及孔隙结构的影响。

含水率和干密度对某铀尾砂基质吸力的影响研究

为探究不同水土特性状态下铀尾砂基质吸力变化规律及特性,采用滤纸法在不同含水率和干密度条件下测定了3种铀尾砂的基质吸力,利用Van Genuchten (VG)模型对其水土特性曲线(SWCC)进行拟合,并构建了吸力应力特性曲线(SSCC)。研究结果表明:在高含水量阶段铀尾砂基质吸力随含水率减小而缓慢增加,当含水量小于临界值时基质吸力急剧增大。尾砂颗粒越均匀,孔隙体积越大,其残余含水率越低;在同等含水率下,随着干密度的增大,铀尾砂基质吸力有所提高,但吸力增量会因含水率增加而逐渐减小。1#和2#尾砂吸力应力随有效饱和度增长呈现出先减小后增大的规律,3#尾砂则呈现出先迅速降低后增大且增幅不断变缓的趋势,表明当1#和2#尾砂作为主要筑坝材料时,基质吸力对铀尾矿坝抗剪强度及安全性系数的影响十分有限。

脱湿状态下南京下蜀土的土水-力学特性

用经改造的GDS非饱和土三轴仪测得下蜀土在不同净围压下的变形特性和持水特性,并以van Genuchten模型对试验数据的拟合结果为基础,分析了净围压对下蜀土吸力应力特征曲线的影响,全面系统地研究了脱湿状态下南京下蜀土的土水-力学特性。研究表明,下蜀土的变形特性受净围压与基质吸力影响,基质吸力越高,下蜀土的压缩性越低,可以用二元指数函数本构模型分析孔隙比与应力状态变量间的关系。净围压使下蜀土持水能力增强,净围压与进气值呈幂函数关系。土的压缩性越高,净围压对其持水特性的影响越显著;随着净围压的增大,下蜀土孔隙比趋同,净围压对持水特性的影响逐渐减弱。外部荷载对下蜀土吸力应力特征曲线的影响是分段的,在边界效应区范围内,净围压增大时,吸力应力特征曲线间的差异逐渐减小;在过渡区范围内,吸力应力随状态变量变化的快慢程度不受外部荷载影响。根据双电层理论分析了高吸力时吸力应力的物理意义与计算方法,提出以界限有效饱和度作为吸力应力函数的分界点。

Design and evaluation of epoxy asphalt geogrid stress- absorbing layer

In order to delay or eliminate the occurrence and expansion of the reflective cracking in the asphalt concrete overlay on old cement concrete pavement, an epoxy asphalt geogrid stress-absorbing layer（ EAGSAL） was designed. The EAGSAL consists of epoxy asphalt and fiberglass geogrid. The pull-out test, skewshearing test, bending beam test and fatigue test were conducted to evaluate the performance of the EAGSAL and a traditional stress-absorbing layer（ TSAL）. The results showthat the adhesive performance, shear performance, bending strength and fatigue performance of the EAGSAL with an optimal spraying volume of epoxy asphalt are better than those of optimally designed TSAL, and the maximum bending strain of the EAGSAL is very close to that of the TSAL. The EAGSAL has superior performance in reflective cracking resistance.Moreover, the EAGSAL with the optimal spraying volume of approximately 2. 0 L m^2 is thinner and lighter than the TSAL,which can decrease the thickness and improve the bearing ability of the whole pavement structure.

Unsaturated Creep Behaviors of Weak Intercalated Soils in Soft Rock of Badong Formation

The cutting slopes in soft rock of redbed appeared in Yichang-Badong highway often suffer from the instability along weak intercalations, so the creep behaviors of weak intercalated soils are crucially important for the stability of cutting slopes. Because the deformation of weak intercalated soils is significantly affected by water content due to the strong water sensitivity, it is necessary to study the influence of matric suction on the creep behaviors of weak intercalated soils. In order to find out the unsaturated creep characters of weak intercalated soils, a GDS unsaturated triaxial apparatus was used. Then the triaxial creep experiments on weak intercalated soil samples under varying matric suction were conducted to obtain the unsaturated creep curves. The results show that the weak intercalated soils have obvious creep behaviors, and the creep strain is in nonlinear relationship with stress and time. When the matric suction is constant, a larger deviator stress will lead to a larger creep strain; When the deviator stress is constant, a smaller matric suction will lead to a larger creep strain. Based on the Mesri creep model, an improved creep model for weak intercalated soils under varying matric suction was established, in which the relationship of stress-strain was expressed with a hyperbolic function, and the relationship of strain-time was expressed with power functions in stages. Then an unsaturated creep model including stress-matric suction-strain-time for weak intercalated soils was established based on the power function relationship between matric suction and Ed(a parameter of the improved creep model). The comparison of the calculated values of creep model and the experimental values shows that the creep behaviors of weak intercalated soils can be predicted by the unsaturated creep model by and large.

An improved Mesri creep model for unsaturated weak intercalated soils

The weak intercalated soils in redbed soft rocks of Badong formation have obvious creep characters. In order to predict the unsaturated creep behaviors of weak intercalated soils, an unsaturated creep model was established based on the unsaturated creep tests of weak intercalated soils by using GDS triaxial apparatus. The results show that the creep behaviors of intercalated soils are apparent and significantly affected by matric suction. Based on this, an empirical Mesri creep model for intercalated soils under varying matric suctions was built. The fitting results show that the parameters Ed and m of this model are in good power relations with matric suction s and stress level Dr, respectively. An improved Mesri creep model was established involving stress-matric suction-strain-time, which is more precise than the Mesri creep model in predicting the unsaturated creep behaviors of weak intercalated soils.

Study on law of raw coal seepage during loading process at different gas pressures

In order to reveal the law of raw coal seepage at different gas pressures, the gravity constant load seepage experimental system was developed and used. The law of raw coal seepage at different gas pressures with He, N2 and CO2 was investigated. The results show that, in a given state of stress during the experiment, with the increase of gas pressure, the permeability of raw coal sample prone to outburst exhibits a significantly decrease, and then exhibits an increasing trend when reaching the extreme point. The law of Klingberg coefficient related to the stress state and the gas adsorption properties was also obtained. Under the same experimental conditions, the Klingberg coefficient of He is greater than that of N2; and the Klingberg coefficient of CO2 has minimum value; so the stronger the gas adsorption is, the smaller the Klingberg coefficient of gas goes. Klinkenberg coefficient decreases with the increase of effective stress. Under the same conditions, the permeability of He is greater than that of N2; the permeability of CO2 has minimum value; so the stronger the gas adsorption is, the lower the permeability of the coal sample goes. The results have important significance in revealing the mechanism of gas seenage. Dredicting coal mine gas disaster, and gas drainage and safety nroduction.

Study on the Ability of Coriander Water Purification

In order to study on the water purification ability of coriander, according to the material of Iris pseudacorus, Pontederia cordata, Thalia dealbata, coriander, Lythrum salicaria as the research object, the paper carries on the analysis and comparison of water purification ability under greenhouse conditions in the 3~6 month period. The results showed： N, P content of coriander organizational changes before and after the test. Physiological responses of different plants, coriander is not sensitive to the physiological responses to stress of sewage, sewage adaptability is relatively strong. Judging from the effect of different plants to the water, then spent force has highest the removal rate for TN, coriander has the strongest absorption capacity for TP, water purification plant is excellent