盾构穿越砂卵石地层地表沉降特征细宏观分析

以成都砂卵石地层中地铁1号线的土压平衡盾构掘进施工为研究背景,采用室内试验、PFC2D二维颗粒流程序和 Plaxis 3D有限元软件对盾构穿越砂卵石地层地表沉降特征进行了细宏观数值模拟,揭示了土压盾构穿越砂卵石地层的失稳机制和沉降规律,并结合实际施工参数和实测地表沉降数据进行了对比分析,获得了土压盾构在砂卵石地层中掘进引起的地表横向沉降槽和纵向沉降槽曲线,分析了不同大小的开挖面土仓压力和盾尾注浆压力对地表沉降的影响,给出了砂卵石地层开挖面土仓压力的建议值和盾尾注浆压力参数的合理取值范围。细宏观分析表明,与注浆压力相比较,土仓压力对地表最大沉降曲线的形状影响较小;但必须关注土仓压力的变化,在砂卵石地层中由于土拱效应对开挖面稳定性影响较大,甚至发生突然坍塌破坏。     

Land degradation in the source region of the Yellow River, northeast Qinghai-Xizang Plateau: classification and evaluation

Land degradation imposes a great threat to the world. It is not merely an environmental issue, but also a social and economic problem. Land desertification is among the main aspects of environment changes in the source region of the Yellow River. Previous studies focused on water resource utilization and soil erosion, but land degradation in the source region of the Yellow River even the whole Qinghai-Xizang Plateau received little attention. Based on the data obtained by field investigation and TM satellite images of 2000, this study provides the classification and evaluation information of the land degradation in the source region of the Yellow River. There are six types of land degradation in this region: water erosion in the northern mountains around the Gonghe Basin, sandy desertification in the Gonghe Basin and Upland Plain Area, aridization in the lower reaches, salinization in the Gonghe Basin, vegetation degradation in the intramontance basin and freezing and thawing erosion in the high mountains. The total degraded area is 34,429.6 km², making up 37.5% of the land in the study area. Finally, land degradation in the source region of the Yellow River was evaluated according to changes in the physical structure and chemical component of soils, land productivity, secondary soil salt and water conditions.     

赣西南下奥陶统樟木曲组笔石带的修正和补充

本文在对笔石作系统研究的基础上,对樟木曲组的笔石带进行了补充和修正。由原来的9个笔石带划分为11个笔石带,厘定了各笔石带的范围和笔石群的总体面貌,并逐带与国内外进行了对比。文内还涉及到宁国阶的顶界、上下两层下垂时笔石以及关于肿笔石与心笔石混生的问题。     

变荷载下不排水桩复合地基桩间土和下卧层土固结分析

基于悬浮不排水桩复合地基超静孔隙水压力解答,建立了变荷载条件下复合地基桩间土和下卧层土平均固结度的解析解。通过与有限元解答的对比,证明了解析解的正确性和有效性。利用解析解对桩间土和下卧层土的固结性状进行了分析。研究发现,桩间土的固结速率远大于下卧层土,并随置换率和桩土模量比的增加而增大。在工程设计采用的置换率范围内,桩的贯入比较小时,下卧层土的固结速率受置换率和桩土模量比的影响很小;桩的贯入比较大时,下卧层土的固结速率随置换率和桩土模量比的增加而增大。桩间土和下卧层土的固结存在临界置换率和临界桩土模量比,超过临界值后,桩间土和下卧层土的固结速率不随桩土模量比和置换率的增加而增大。桩间土和下卧层土的固结速率随加荷速率的增加而增大。     

Thermal equation of state of natural tourmaline at high pressure and temperature

Synchrotron-based in situ angle-dispersive X-ray diffraction experiments were conducted on a natural uvite-dominated tourmaline sample by using an external-heating diamond anvil cell at simultaneously high pressures and temperatures up to 18 GPa and 723 K, respectively. The angle-dispersive X-ray diffraction data reveal no indication of a structural phase transition over the P–T range of the current experiment in this study. The pressure–volume–temperature data were fitted by the high-temperature Birch–Murnaghan equation of state. Isothermal bulk modulus of K ₀ = 96.6 (9) GPa, pressure derivative of the bulk modulus of \(K_{0}^{\prime } = 12.5 \;(4)\), thermal expansion coefficient of α ₀ = 4.39 (27) × 10^?5 K^?1 and temperature derivative of the bulk modulus (?K/?T) _P  = ?0.009 (6) GPa K^?1 were obtained. The axial thermoelastic properties were also obtained with K _a0 = 139 (2) GPa, \(K_{a0}^{\prime }\) = 11.5 (7) and α _a0 = 1.00 (11) × 10^?5 K^?1 for the a-axis, and K _c0 = 59 (1) GPa, \(K_{c0}^{\prime }\) = 11.4 (5) and α _c0 = 2.41 (24) × 10^?5 K^?1 for the c-axis. Both of axial compression and thermal expansion exhibit large anisotropic behavior. Thermoelastic parameters of tourmaline in this study were also compared with that of the other two ring silicates of beryl and cordierite.     

潜水延迟给水理论模型探讨

基于对失饱和带毛管与潜水流间交互作用的分析，提出了以“失水带迟后反应”模式计算延迟给水下的定降深流动①的成因方法。它能自然地解释水位、水头的Ｗａｌｔｏｎ三阶段演变规律，且拟合实测资料，具较强实用性。现行的纽曼代表性模型未能考虑延迟给水作用，因而其水位计算结果与实测线型相反．博尔顿法是经验性的，未予揭示该现象成因。本法基本上解决了上述问题。文后图示了各参变量对水头时空分布的影响。验算表明，将本法用于潜水出流试验推求含水层参数，可获更佳结果。     

预测和控制深基坑变形的抗隆起稳定系数法

本文讨论了在软土基坑工程设计施工中所涉及到的抗隆起稳定系数的合理计算方法；通过对大量上海深基坑工程的计算分析并结合现场实测数据论证了利用抗隆起稳定系数进行基坑变形预测和控制的合理性，并提出了适用稳定系数法控制基坑变形的设计计算预测公式：δh/H～Ks关系式。     

安徽巢湖北部地区早石炭世碎屑锆石年代及其沉积意义分析

安徽巢湖北部地区石炭系出露完整,层序清楚,沉积类型多样,是下扬子地区研究石炭系的重要地区之一。本研究在分析石炭系剖面的基础上,结合U-Pb碎屑锆石年代学分析,探讨了巢湖北部地区早石炭世物源特征。本研究共对两组岩石样品进行了LA-ICP-MS U-Pb锆石年代学分析,第一组样品为采集于高骊山组中段的砂岩,第二组样品为采集于和州组顶部的砂屑生屑灰岩。高骊山组样品锆石最晚年龄为404.4±10.2Ma,最早年龄为3194.1±40.7Ma,获得了两个峰值年龄435±6Ma与846±14Ma。和州组样品锆石最晚年龄为410±10.8Ma,最早年龄为2780±46.0Ma,获得了两个峰值年龄448±20Ma与849±12Ma。早石炭世沉积特征及年龄数据表明,巢湖北部地区早石炭世的陆源碎屑沉积主要来源于扬子海周围晋宁期及加里东期形成的古陆,部分沉积物可能来自其他古陆。     

硫介导细菌还原载砷铁矿对砷迁移转化的影响

硫在铁和砷的生物地球化学循环中发挥着重要作用,但地下水系统中硫循环的中间产物S(0)对细菌转化铁和砷的影响尚不清楚.采用室内模拟实验,研究硫参与下细菌D2201对液相和载砷针铁矿中Fe(Ⅲ)和As(Ⅴ)的还原作用.结果表明:细菌D2201具有很强的铁还原能力,可以将液相中74％的Fe(Ⅲ)还原;加入硫后,细菌还原S(0...