Geochemical Features and Formation of the Auriferous Cherts in the Mojiang Gold Deposit,Yunnan

Auriferous cherts in the Middle Carboniferous Jinchang Formation are the dominant host rocks of auriferous quartz veins and mixed orebodies comprised of gold-bearing quartz veins and cherts in the Mojiang gold deposit.The rocks exhibit sedimentary texture and structure and are composed of hot-water deposited minerals.The FeO,Fe2O3,Au and Ag contents of the auriferous cherts are high;the Cr,Ni and Co contents are also high but significantly variable;MnO/TiO2 and TFe/TiO2 ratios are relatively higy.As viewed from a few diagrams that distinguish different chert formations,the auriferous cherts are in or near the range of hot-water deposited cherts.Because the correlation coefficients between Au contents and those of Cr, Ni of the rocks are negative,a great Au amount in the cherts might not be brought about by later hydrothermal alterations.The rare-earth elements,O and Si isotopic compositions of the auriferous cherts demonstrate that the cherts belong to hot-water deposited rocks.The later hydrothermal alterations made the petrochemical compositions of the cherts deviate from the characteristics of hot-water deposition.In general,the geological and geochemical features of the auriferous cherts demonstrate that the rocks were formed by hot water deposition.     

福建省前汛期短历时降水气候的统计特征

通过对福建省前汛期短历时降水气候频数和概率进行分类合成对比分析，揭示了在不同地形环境下（不同海拔高度、距海远近、山脉坡向、山区与河谷盆地等）短历时降水气候的不同特征，说明地形对降水的影响是十分明显的。     

Improvement of uniformity of biocemented sand column using CH3COOH-buffered one-phase-low-pH injection method

Acta Geotechnica - Biocement based on a Microbially Induced Calcite Precipitation (MICP) process has emerged to be a promising alternative to cement for soil improvement. A two-phase injection...     

A lateral soil resistance model for XCC pile in soft clay considering the effect of the geometry of cross section

In this paper, a series of well-calibrated finite-element analyses are performed to quantify the influence of the geometry of cross section on the load transfer mechanism of X-section Cast-in-place Concrete (XCC) pile under lateral load, aiming to propose a lateral soil resistance model for XCC pile in soft clay. Based on the results of the numerical parametric analysis, the failure mechanism of soil flow and the ultimate lateral soil pressure are investigated to reveal the underlying mechanism that controls the cross-section geometry-dependency response. Finally, a general p-y formula for XCC pile, which can well capture the lateral behavior of XCC pile considering the various cross section geometries, is developed. In addition, compared with the traditional circular cross section pile with the same area, the XCC pile is more effective in terms of resistance to lateral load.

     

Crushing strength of artificial single-particle considering the effect of particle morphology

Acta Geotechnica - Particle geometry is a result of natural processes, such as the genesis of parent rock, particle transportation and depositional history. For granular materials, the particle...     

In situ biomass flocculation improves placement of Sporosarcina Pasteurii for microbially mediated sandy soil stabilization

Acta Geotechnica - Microbially induced carbonate precipitates (MICPs) through ureolysis-driven calcite precipitation have been investigated as a mean of improving the mechanical properties of soil...     

Mineralization episode of porphyry copper deposits in the Jinshajiang-Red River mineralization belt: Re-Os dating

Re-Os isotopic dating for the molybdenites from the porphyry copper deposits of the Jinshajiang-Red River mineralization belt in Yunnan Province yields isochron ages of 33.9±1.1 Ma for the Machangqing deposit and 34.4±0.5 Ma for the Tongchang deposit. This result shows that both the Machangqing and the Tongchang porphyry Cu-Mo deposits from two different ore-fields formed simultaneously. This new data and the published Re-Os model ages of molybdenite (35.4 Ma, 35.9 Ma, 36.2 Ma) of the Yulong porphyry copper deposit in Tibet, which is located in the same Jinshajiang-Red River mineralization belt as the Machangqing deposit and the Tongchang deposit, suggest that these three Cenozoic porphyry copper deposits in the Jinshajiang-Red River mineralization belt were contemporary for their mineralization episode. That is to say, even their present locality is far away and nearly iso-distantly distributed, these three porphyry Cu(Mo) deposits belong to the same mineralization episode at the end of Eocene.     

云南东川播卡-拖布卡地区含金石英脉的^40Ar／^39Ar年龄及其地质意义

东川播卡-拖布卡地区金矿是云南中部"康滇地轴"中、新元古界昆阳群岩石中发现的第一个金矿,位于接近三江褶皱带的扬子地块西缘.原生金矿化为含金黄铁矿石英脉、细脉、网脉和浸染状石英黄铁矿.四个不同产状的典型含金石英脉的石英的阶段加热40Ar/39Ar年龄谱为马鞍形,坪年龄值范围为59.93±0.21～42.38±0.32 Ma,最小视年龄范围59.30±4.30～41.90±1.8 Ma,与计算坪年龄加热阶段相应数据的40Ar-39Ar等时线年龄范围59.34±0.17～41.25±0.10 Ma,三者基本一致.等时线年龄计算的相关系数大于0.998,40Ar/3 6Ar初始值范围为293.17±1.40～295.2±0.43,与尼尔值一致.石英形成后没有受到后期地质作用.石英样品的坪年龄没有受到过剩氩和氩丢失的影响,可以作为石英和金矿的年龄.金矿形成于新生代第三纪古新世和始新世初的陆内拉张地质构造环境中.     

Limit lateral resistance of XCC pile group in undrained soil

Acta Geotechnica - This paper investigates the issue of laterally loaded X-section cast-in-place concrete (XCC) pile group in undrained soil and, in particular, evaluates limit lateral resistance...     

基于强度和能量控制的随机地震动模型

考虑地震动的随机性和频率与强度非平稳性,通过理论分析,提出了一般随机地震动模型,并给出了确定模型参数的原则和方法。该模型以地震动强度、地震动能量以及地震动持时等宏观指标作为控制随机地震动模型参数的指标,而对其内在的频谱组成等指标只要求满足一般地震动的特征。该模型可以用于描述平稳随机过程、强度非平稳随机过程以及强度和频率完全非平稳随机过程。通过与常用功率谱模型的比较,验证了该模型的合理性。