干旱区典型山地绿洲荒漠系统中绿洲土地利用/覆盖变化对生态系统服务价值的影响

研究土地利用/覆盖变化对区域生态系统服务价值的影响具有重要意义。对处于干旱区典型MODS（Mountain-Oasis-Desert System）系统中的新疆南部且末绿洲1989年Landsat TM 影像及2004年的CBERS遥感影像进行处理,分析且末绿洲15 a来的土地利用/覆盖变化。在此基础上,采用中国陆地生态系统服务价值的测算方法,评估且末绿洲土地利用/覆盖变化引起的生态系统服务价值的变化。结果表明,1989-2004年,且末绿洲减少的土地面积有林地、戈壁沙地和盐碱地,增加的土地面积有水域、建筑用地和耕地。林地减少了41.73％,耕地增加了58.04％。1989年且末绿洲生态系统服务价值总额为184 349.88万元,2004年为176 970.72万元,15 a间,生态系统服务价值损失了7 379.16万元。林地面积的减少是生态系统服务价值减少的主要原因。保护区域生态环境,恢复和提高区域生态系统服务功能是该区域生态环境建设的重要任务。     

水对三峡库区滑带（体）土直剪强度参数的弱化规律研究

通过对三峡库区典型滑带不同状态的原位直剪对比试验,研究了粘土、粉质粘土及土石混合体三类滑带（体）土在不同含水状态下的直剪强度参数及c,φ值随含水率的变化规律。在大量的数据基础上建立了滑带（体）土c,φ值与含水率之间的经验关系,分析了水对不同性质的滑带（体）土的作用机理,得出了蓄水或者含水率变化后滑带（体）土c,φ值的经验公式,量化了含水率变化（水位涨落）对直剪强度参数的弱化程度。     

国外城市轨道交通对房地产价值的影响研究

从区域的角度分析北美洲、欧洲和东亚的城市轨道交通与房地产价值的相关研究成果,论述轨道交通所带来的巨大的经济、社会和环境效应.国外关于城市轨道交通对商业物业价值的研究较少,这是值得开辟的研究视角;城市轨道交通对房地产价值的影响具有区域性和时效性;对城市轨道交通与房地产价值的研究非常强调定性与定量的结合.这些成果对我国关于城市轨道交通对房地产价值影响研究具有一定的借鉴意义.     

一类非线性微分多项式1个非零公共值的亚纯函数的唯一性

证明2个非常数的亚纯函数CM分担0和∞,这2个亚纯函数的一类非线性微分多项式CM分担1条件下的2个唯一性定理,进一步研究了杨重骏1976年提出的问题;证明了2个非常数的整函数的一类非线性微分多项式CM分担条件下的唯一性定理,在整函数条件下进一步研究了I Lahiri在1997年提出的问题。本文结果改进了仪洪勋,方彩云和方明亮等人的相应结果。     

一种基于坐标改正量的大区域GIS数据库的坐标系统转换方法

随着计算机海量空间信息存储和处理能力的显著提高,我国基础地理信息数据组织已由传统的分幅方式转向了数据库方式,由此大区域GIS数据库坐标系统转换成为一个亟待解决的问题。本文基于实际生产中较易获取的分幅坐标改正量资料,提出了一种利用Delaunay三角网剖分的GIS数据库的坐标系统转换方法,对大区域内GIS数据库坐标系统分区逐点转换的原理、思路与流程进行了深入探讨,并开展区域性实验对该方法的效果进行了验证。     

一种改进的不适定问题奇异值分解法

综合截断奇异值法和奇异值修正法的特点,提出了一种改进的不适定问题奇异值分解法,先用截断参数将奇异值分为相对较大的奇异值和相对较小的奇异值;再用修正参数对相对较小的奇异值进行修正,以抑制其对观测噪声的放大作用。通过位场延拓中航空重力测量数据向下延拓的仿真实验,验证了改进的奇异值分解法要优于截断奇异值法、奇异值修正法和Tikhonov正则化法。     

核电厂沉积岩岩基激振试验研究

岩基是核电厂Ⅰ、Ⅱ类物项的承载基础,其动力参数取值对核电厂抗震设计意义重大.目前,我国核电站岩基以块状火成岩为主,其动力参数取值和试验成果较少,而有关层状岩体结构的核电站沉积岩岩基动力参数取值和试验研究则未见报道.本文以我国首个以沉积岩为岩基的核电厂为例,基于振动基本理论,设计了自由振动和强迫振动激振实验,并对比了垂直层理水平方向和沿层理水平方向的激振试验结果,旨在获得首个沉积岩核岛岩基的岩基阻尼比、抗剪刚度和抗弯刚度等动力参数,以期为类似工程提供设计依据.试验表明:由自由振动和强迫振动获得的某核电站呈层状岩体结构的沉积岩核岛岩基动力参数相近,岩基抗压刚度系数为21.4-28.83MN/m3;岩基抗剪刚度系数为15.44-22.68MN/m3;岩基抗弯刚度系数为44.24-60.72MN/m3;岩基竖直向阻尼比为7.34%-7.68%;岩基水平回转向第一振型阻尼比为7.43%-7.44%;垂直层理水平方向和沿层理水平方向试验成果的各向异性指数为0.9%-7.5%;动力参数呈弱各向异性.试验结果首次给出了该核电站沉积岩岩基的动力参数取值范围,对具有相似岩基的核电厂抗震设计有较好的工程参考价值.     

Prediction of long-term settlement on soft clay using shear wave velocity and damping characteristics

This paper presents a method of calculating long-term settlement of a loaded pad on soft clay at Klang, Selangor, Malaysia where the soil model is treated as an anelastic material of viscoelastic property. Initially, an elastic shear modulus (G) value from shear wave velocity profiles of the seismic tests from spectral analysis of surface wave (SASW) and continuous surface wave (CSW) tests was obtained. A value of damping (D) at an equivalent elastic strain is then calculated from the hysteresis of the plate load tests corrected to equivalent strain using the Damping–Strain formula. The calculated elastic settlement and its equivalent damping are then used to calculate the long-term settlement by applying the generalised viscoelastic formula. Comparisons to traditional methods of settlement predictions were made and the viscoelastic formula has shown better agreement to the observed settlement. Further modification of the settlement formula is introduced to improve the settlement accuracy to 10%.     

A wavelet based method for estimating the damping ratio in statnamic pile load tests

A wavelet based method is proposed to evaluate the time-dependent damping ratio in statnamic load tests by the continuous wavelet transform and half-power bandwidth method. The displacement along the pile during a statnamic test is described by a linear shape function, although the pile is assumed to be a single degree of freedom system (SDOF). The damping ratio is calculated by the half-power bandwidth method from the time–frequency spectra of continuous wavelet transform for the statnamic pile load test. A numerical simulation and two field statnamic tests were analyzed to verify the applicability of the proposed method, and the outcomes were compared with the results obtained using the unloading point method (UPM) and a method in literature. The damping ratio obtained with the proposed method is satisfactory and provides an additional interpretation measure for statnamic load tests.     

Background levels and baseline values of available heavy metals in Mediterranean greenhouse soils (Spain)

This study determines extractable levels of Cd, Cu, Pb, Zn, Ni and Co in western Almería (Spain) greenhouse surface soil horizons using EDTA solution, which is identified as the fraction available for organisms and plants. It also establishes background levels, geochemical baseline concentration and reference values (RV), and investigates the possible relationships between soil properties and elemental concentrations. The results show that the soil concentration of these extractable heavy metals was high as those reported by other authors for Spanish agricultural soils. The available RV concentrations obtained (mg kg⁻¹) were: Cd 0.17, Cu 1.6, Pb 13.8, Zn 5.0 Ni 1.7 and Co 2.9. Using the upper baseline criterion, 95% of greenhouse soils present a relatively higher content of extractable heavy metals given their Cd and Cu concentration. Significant correlations between total and EDTA-extractable metal levels were found for Zn, Pb, Cu, Cd and Ni. Soil properties also related to heavy metals content, suggesting that Cd, Cu, Pb and Zn are of similar origin and relate to anthropic activities, and implies the same interactions and/or relationships among these metals.