Experimental study on pore water pressure dissipation of mucky soil

Pore water pressure has an important influence on mechanical properties of soil. The authors studied the characteristics of pore water pressure dissipating of mucky soil under consolidated-drained condition by using refitted triaxial instrument and analyzed the variation of pore pressure coefficient with consolidation pressure. The results show that the dissipating of pore water pressure behaves in different ways depends on different styles of loading. What is more, the pore water pressure coefficient of mucky soil is less than 1. As the compactness of soil increases and moisture content reduces, the value of B reduces. There is a staggered dissipating in the process of consolidation, in which it is a mutate point when U/P is 80%. It is helpful to establish the pore water pressure model and study the strength-deformation of soil in process of consolidation.     

Study of vibrating foundations considering soil-pile-structure interaction for practical applications

An investigation of soil-pile-structure interaction is carried out, based on a large reciprocating compressor installed on an elevated concrete foundation （table top structure）. A practical method is described for the dynamic analysis, and compared with a 3D finite element （FE） model. Two commercial software packages are used for dynamic analysis considering the soilpile-structure interaction （SPSI）. Stiffness and damping of the pile foundation are generated from a computer program, and then input into the FE model. To examine the SPSI thoroughly, three cases for the soil, piles and superstructure are considered and compared. In the first case, the interaction is fully taken into account, that is, both the superstructure and soil-pile system are flexible. In the second case, the superstructure is flexible but fixed to a rigid base, with no deformation in the base （no SSI）. In the third case, the dynamic soil-pile interaction is taken into account, but the table top structure is assumed to be rigid. From the comparison beteen the results of these three cases some conclusions are made, which could be helpful for engineering practice.     

近20年华北地区土壤水储量变化趋势及水分管理与调配对策

从35个台站土壤湿度实测资料出发,探讨了近20年华北地区土壤水储量变化趋势及时空特征。结果表明:全区年平均0~50 cm土壤水储量总体呈减少趋势,但区域差异明显。土壤变干最显著的两个中心区域分别为京津塘地区和山西西部,次显著中心为内蒙古东部。在0~50 cm深度范围内,从地表面开始,随深度增加,土壤水储量的减少幅度逐渐增加,且季节特征明显,即春秋季减少幅度大于夏冬季。各分区土壤水储量的变化趋势呈现出显著的年代际特征,就0~50 cm土壤水储量而言,各分区存在一个共同特点:1995~2002年均呈明显的波动下降变化趋势。土壤变干的趋势,对华北地区农业和生态具有一定的不利影响,因此结合区域实际提出相应的水分管理与调配措施。     

车辆荷载作用下公路挡土墙稳定性及力学响应研究

为研究车辆荷载对公路挡土墙稳定性的影响,针对规范中未考虑墙后土体破裂角变化的问题,引入改进等效土层厚度法,以库仑土压力理论为基础,循环迭代计算破裂角收敛值得到新的换算土层厚度。以安康市某公路边坡路堤挡土墙实例,分别采用规范方法和改进方法分析挡土墙稳定性,结果表明：改进方法的稳定性评价结果更精确。采用数值方法分析车辆荷载作用下挡土墙的力学响应,结果表明：车辆荷载作用下挡土墙受影响部位主要为中上部。车墙距离越小,墙后土体振动响应越显著,附加动土压力越大,而挡土墙水平位移受其影响不大。     

甘肃省花海盆地土壤氡分布特征及控制因素研究

花海盆地位于甘肃省走廊盆地群西缘,是中国深部铀资源勘探的重要潜力区之一。根据对土壤氡气浓度信息提取和野外勘探钻探成果分析,花海盆地土壤氡浓度可分为东部正常场-偏高场氡晕和西部偏高-高场晕氡晕;下白垩统下沟组（K1x）砂岩层段为本区铀矿化有利层位,建议在西部、南部土壤氡气偏高-高场晕氡晕过渡带追索层铀矿化带,寻找有利靶区。     

辽宁东平金矿床地质特征及找矿方向

东平金矿位于辽西凌源-阜新金成矿带上,金矿(化)体主要赋存在硅化构造角砾岩、硅化流纹岩和硅化流纹质角砾熔岩中.矿石以自然金和银金矿为主,其中自然金约占80%,银金矿约占20%.激电中梯及钻探结果显示矿体主要受北北西向构造控制,金矿(化)体主要位于高阻低极化率的F2构造蚀变带内.土壤地球化学测量圈定综合异常22处,Ⅰ-4异常区经钻探验证发现多个隐伏金矿(化)体.在详细研究矿床地质特征的基础上,通过对比邻区赵家沟金矿,初步推断其成因类型为低温热液型金矿.同时认为区内北北西向构造蚀变带内具有的黄铁矿化、强硅化和碳酸盐化是主要的矿化蚀变信息,高阻低极化率及Au土壤地球化学综合异常带是重要的找矿方向.     

三江平原旱田耕作对湿地土壤理化性质的累积影响初探

在中国科学院三江平原湿地生态试验站综合实验场,对不同耕作年限的湿地土壤(0~20 cm)进行环境累积效应分析。结果表明,随着开垦时间的增加,土壤的理化性质发生渐变,物理性质方面,土壤容重和比重逐渐增大,而孔隙度和田间持水量逐年减少;化学性质方面,土壤pH值随开垦时间的增加而增加,有机质和其他养分则随开垦时间的增加而逐年降低。弃耕后土壤性质有所恢复。土壤性质在开垦初期变化较明显,而后逐渐变缓。     

宽甸县水土流失灾害与防治对策

宽甸县处于新构造运动强烈上升区,境内峰峦叠嶂,山势陡峻,沟深谷狭,暴雨频繁,地质环境十分脆弱;加之森林大量砍伐,陡坡开荒严重,垦植指数过高,超载养蚕放牧,滥采乱挖猖獗,使生态环境遭到严重破坏,水土流失程度日益加剧。严重的水土流失,导致水库淤积,河道堵塞,土层变薄,地力下降,洪水泛滥,灾害频繁,给国民经济和社会发展造成巨大损失。本文阐述了宽甸山区水土流失的形成因素和危害现状,并因地制宜提出了水土流失灾害的防治对策     

福州市农田土壤养分空间变异特征

研究农田土壤养分空间分布特征及变异规律,分析地形因子对土壤养分空间分布的影响,对土壤养分的有效利用与管理具有重要意义。本文采用GIS和地统计学相结合的方法,揭示东南丘陵区福州市农田土壤养分（有机质、碱解氮、有效磷和速效钾）的空间分布特征和变异规律,并进一步探讨土壤养分含量与地形因子（地形起伏度、高程、地形湿度指数、沉积运输指数和坡度）之间的相关性。结果表明：福州市农田有机质、碱解氮、有效磷和速效钾含量范围分别为1.10~89.5 g/kg、 1.00~461 mg/kg、0.300~298 mg/kg、和4.00~399 mg/kg,其变异系数范围为35.3%~99.0%,均属于中等变异水平;区域内耕地土壤养分存在明显的空间丰缺差异,大部分地区有机质和有效磷含量较为丰富,碱解氮含量处于中等偏上水平,速效钾含量相对较低;有机质、碱解氮、有效磷和速效钾的块金系数分别为32.0%、37.3%、50.0%和50.0%,均呈中等强度空间自相关,表明同时受到结构和随机因素控制;有机质和碱解氮空间自相关尺度较大,且在步长小于0.3 km时,各方向（0°、45°、90°和135°）变化平稳,为各向同性,而有效磷和速效钾变程较小,且各方向变化较复杂,为各向异性。这些结果表明,政府需加强施肥指导,保持氮肥施用量的同时,合理增加钾肥,适当降低有机肥和磷肥施用。此外,在后续调查采样时,样点布设要考虑密度和方向性,适当加密有效磷和速效钾的采样,而有机质和碱解氮采样可以在此基础上适当减少样点。     

Subsurface flow processes in sloping cropland of purple soil

Subsurface flow is a prominent runoff process in sloping lands of purple soil in the upper Yangtze River basin.However,it remains difficult to identify and quantify.In this study,in situ runoff experimental plots were used to measure soil moisture dynamics using an array of time domain reflectometry(TDR) together with overland flow and subsurface flow using isolated collecting troughs.Frequency of preferential flow during rainfall events and the controls of subsurface flow processes were investigated through combined analysis of soil properties,topography,rainfall intensity,initial wetness,and tillage.Results showed that subsurface flow was ubiquitous in purple soil profiles due to welldeveloped macropores,especially in surface soils while frequency of preferential flow occurrence was very low(only 2 cases in plot C) during all 22 rainfall events.Dry antecedent moisture conditions promoted the occurrence of preferential flow.However,consecutive real-time monitoring of soil moisture at different depths and various slope positions implied the possible occurrence of multiple subsurface lateral flows during intensive storms.Rainfall intensity,tillage operation,and soil properties were recognized as main controls of subsurface flow in the study area,which allows the optimization of management practices for alleviating adverse environmental effects of subsurface flow in the region.