一种桩锚连接的新方法——双向支座法

阐述一种新型的在基坑及边坡支护工程中的传力装置——双向支座法,详细论述了目前普遍使用的腰梁工法的不足,并对其进行了改进,提出了新的施工方法,在基坑支护工程中具有较高的推广和实用价值。     

Chemical and Strontium Isotopic Compositions of the Hanjiang Basin Rivers in China: Anthropogenic Impacts and Chemical Weathering

The Hanjiang River, the largest tributaries of the Changjiang (Yangtze) River, is the water source area of the Middle Route of China’s South-to-North Water Transfer Project. The chemical and strontium isotopic compositions of the river waters are determined with the main purpose of understanding the contribution of chemical weathering processes and anthropogenic inputs on river solutes, as well as the associated CO₂ consumption in the carbonate-dominated basin. The major ion compositions of the Hanjiang River waters are characterized by the dominance of Ca²⁺ and HCO₃ ⁻, followed by Mg²⁺ and SO₄ ²⁻. The increase in TDS and major anions (Cl⁻, NO₃ ⁻, and SO₄ ²⁻) concentrations from upstream to downstream is ascribed to both extensive influences from agriculture and domestic activities over the Hanjiang basin. The chemical and Sr isotopic analyses indicate that three major weathering sources (dolomite, limestone, and silicates) contribute to the total dissolved loads. The contributions of the different end-members to the dissolved load are calculated with the mass balance approach. The calculated results show that the dissolved load is dominated by carbonates weathering, the contribution of which accounts for about 79.4% for the Hanjiang River. The silicate weathering and anthropogenic contributions are approximately 12.3 and 6.87%, respectively. The total TDS fluxes from chemical weathering calculated for the water source area (the upper Hanjiang basin) and the whole Hanjiang basin are approximately 3.8 × 10⁶ and 6.1 × 10⁶ ton/year, respectively. The total chemical weathering (carbonate and silicate) rate for the Hanjiang basin is approximately 38.5 ton/km²/year or 18.6 mm/k year, which is higher than global mean values. The fluxes of CO₂ consumption by carbonate and silicate weathering are estimated to be 56.4 × 10⁹ and 12.9 × 10⁹ mol/year, respectively.     

Characteristics of winter mass balance of Glacier No.1 at the headwaters of the Urumqi River,Tianshan Mountains

This study analyzes the response of glacier to climate change during the past 49 years in Urumqi River source region, the Tianshan Mountains of China. The temporal and spatial variations of winter mass balance (bn-w) at different time scales were analyzed to identify their response to climate change during 1988–2006 (The observation of winter mass balance observation began in 1988) on the Glacier No.1 at the headwaters of the Urumqi River, Tianshan Mountains, China. The winter accumulation shows a significantly decreasing trend. The results show that the cumulative values on Glacier No.1 is 2,202 mm water equivalent during 1988–2006 and the mean values is 116 mm a⁻¹. Furthermore, the trend analysis of the winter mass balance indicates a rapid decrease since 1990, and the mean mass balance is only 79 mm a⁻¹ during 1997–2006. Winter mass balance correlates well negatively with the total evaporation from September to April (r = −0.68, α = 0.01), and positively with the total precipitation from September to April (r = 0.74, α = 0.01). However, winter mass balance shows a weak correlation with mean minimum air temperature during September to April (r = −0.35), and runoff on September (r = −0.13).     

基于L-BFGS算法和同时激发震源的频率多尺度全波形反演

全波形反演可以利用叠前地震波场的运动学和动力学信息重建地下速度结构,具有揭示复杂地质背景下构造与岩性细节信息的潜力。然而,庞大的计算量和存储空间需求,限制了全波形反演的发展。在频率多尺度全波形反演中将L BFGS数值优化算法与同时激发震源技术相结合的方法来改善这一现状。首先,对Marmousi模型进行了速度反演：在计算过程中明显发现对计算机内存的占用减少,最终反演结果与实际Marmousi模型的拟合误差为0.095 9,较小;采用10个频带单炮震源正演384炮所需时间约为32 640 s,而采用同时激发震源（384炮）正演一次所需时间仅约为700 s。然后,基于高速楔形体模型进行了抗噪能力研究：原始含噪地震记录信噪比为11.147 3 dB;对反演得到的速度模型进行正演,其地震记录信噪比为22.251 8 dB。最后,基于逆冲断层模型进行了反演速度扰动能力研究,反演得到的最终模型很清晰,与具有速度扰动特性的实际模型非常接近,拟合误差仅为0.036 0。数值模拟试验结果表明：此方法反演精度高,内存开销较小,能够显著提高计算效率,并且具有良好的抗噪能力,能够反演出具有速度扰动特性的介质。     

First Report of Zircon U‐Pb Ages from Lubei Cu‐Ni Sulfide Deposit in East Tianshan of Central Asian Orogenic Belt,NW China

正Objective The East Tianshan mafic-ultramafic rocks belt mainly produced in the eastern Jueluotage belt is an important part of the Central Asia Orogenic Belt(CAOB).The wellknown deposits including Huangshan,Huangshandong,Tulaergen,Hulu,Xiangshan were have been consecutively discovered in this belt(Duan Xingxing et al.,2016).The new discovery of the Lubei Cu-Ni sulfide deposit in recent     

同位素地层和土壤地层及其在第四纪研究中的应用

同位素地层和土壤地层是在多元地层划分理论的基础上,为适应第四纪高分辨率古环境研究的需要而建立起来的两种地层划分的方法。这两种地层划分方法在第四纪古环境的研究中显示了很强的生命力。     

鲁西寒武系第三统张夏组附枝菌与附枝菌微生物灰岩特征研究

本文通过大比例尺野外测量及镜下观察,对鲁西寒武系第三统张夏组的附枝菌与附枝菌微生物灰岩特征进行了详细研究。附枝菌是一种树枝状蓝细菌,一般向上生长扩展,形成灌木状附枝菌群落,生长于附枝菌微生物丘内部。而在微生物丘的外部边缘,附枝菌群落呈半闭合的房室状,与肾状菌十分相似。房室状附枝菌群落可能是在微生物丘外部边缘受局部高能微环境（如水流、波浪等）的影响形成的。在其形成后,其保存状态则是由附枝菌的钙化作用及早期成岩作用决定。由于附枝菌构成其微生物岩的生长骨架,且该微生物岩不具备清晰的中型构造,故可称其为附枝菌格架岩,作为对微生物岩分类命名的又一补充。附枝菌格架岩一般生长于台地边缘或台地外部斜坡环境,其生长过程受水动力条件、阳光照射及海水清澈度等影响。     

Analysis of the shape effect on the axial performance of a waveform micropile by centrifuge model tests

A new type of micropile, the waveform micropile, has been developed to provide improved load-bearing capacity compared with that of a conventional micropile. The waveform micropile has a wave-shaped grout with a partially enlarged shear key formed by the jet grouting method on the cylindrical shaft of the micropile. Previous research has determined that the waveform micropile can be installed faster than the conventional micropile and that the bearing capacity increases as the wave-shaped grout provides additional shaft resistance between the ground and the grout. In this study, a series of centrifuge model tests were conducted on the waveform micropile model with various wave-shaped grouts to analyze the relationship between the arrangement of the shear key and the load-bearing mechanism of the waveform micropile. The load–settlement relationship and the load-transfer mechanism were analyzed based on the test results of six test micropiles, including three waveform micropiles with a single shear key at various depths, one waveform micropile with a multiple shear key along the pile depth, and two micropiles with only a cylindrical shape. The test results showed that the ultimate bearing capacity of the waveform micropile was over two times greater than that of the conventional micropile. The rate of increase in the bearing capacities of each waveform micropile differed with the shape of the shear key. Furthermore, the characteristics of the load-sharing ratio due to the shaft resistance and end bearing varied depending on the shape of the waveform micropiles.