长江三角洲全新世地层中潮滩沉积磁性特征及其古环境意义

对长江三角洲北翼江苏南通地区NT钻孔（长60.9 m）进行了系统的环境磁学分析,并结合岩性特征、粒度、漫反射光谱（DRS）等手段,探讨了全新世早、晚期潮滩沉积的磁性特征及其古环境意义。NT孔自下而上可分为6层（U1~U6层）,其中U2层下部（49.9~44.8 m）和U6层（7.5~0.3 m）为潮滩沉积,具有较低的退磁参数S比值及较高的硬剩磁（HIRM）和SIRM/χ,表明反铁磁性矿物如赤铁矿、针铁矿等含量和比例较高。结合漫反射光谱（DRS）分析,发现U6层上部盐沼（1.5~0.3 m）赤铁矿和针铁矿富集,U2层下部的盐沼仅富集赤铁矿。这一差异与U2层和U6层形成的时期和沉积环境有关。U2层形成于晚更新世晚期至早全新世,且曾长期暴露地表,有利于赤铁矿的形成,其后随着海平面的持续上升,盐沼不断垂向加积,始终处于水下环境,不利于针铁矿的形成;U6层形成于晚全新世三角洲海岸的进积过程中,氧化还原相互交替的环境有利于针铁矿的形成,后期成陆后的成土作用生成了较多的磁赤铁矿和赤铁矿。研究表明,全新世三角洲发育过程中,不同时期形成的盐沼具有不同的磁性特征,磁性特征的研究可以提供潮滩沉积环境演变的信息,对三角洲古环境重建研究具有重要意义。     

利用两种指纹因子判别小流域泥沙来源

为精确识别黄土高原丘陵沟壑区典型小流域泥沙来源,分析了流域内“源-汇”地区土壤的理化性质及生物标志物（正构烷烃）作为潜在指纹识别因子,并建立了复合指纹模型。结果显示:单独的土壤理化指纹及正构烷烃均不能有效识别泥沙来源;土壤理化指纹和正构烷烃分别在林地、农地及沟道的辨别上显示出其局限性。多元化的复合指纹（碳优势指数CPI、Ca、TP、C₂₀、C₂₉、Fe）则能辨别90.5%的泥沙来源。模型结果显示沟道是该流域泥沙的主要来源,占60.8%,其次为农地占20.7%,林地占11.3%,草地占7.2%。研究表明,结合生物标志物的复合指纹法能更精确地反映泥沙来源,适用于各泥沙源头的地质条件差异较小的流域,对黄土高原小流域水土流失治理具有指导意义。     

谷歌地球在水井项目信息管理中的应用

利用Excel表建立水井项目信息数据库,设立条件关系编写KML运行程序,利用谷歌地球应用软件阅读水井信息,使水井分布和水井属性在平面内显示。极大的方便了水井项目立项、施工、维护等工作。     

末次冰盛期后黄河三角洲沉积物的磁性特征及其沉积环境

On the basis of measuring the magnetic parameters of sediment in Core YDZ1, combined with a grain size analysis and Carbon-14 dating, the magnetic properties of sediment and sedimentary environment in the Huanghe(Yellow River) Delta area after the last glacial maximum have been studied. The results show that the ferrimagnetic minerals of a pseudo single domain and multi domain particles dominate the magnetic properties of sediment in Core YDZ1. The imperfect anti ferrimagnetic minerals have more contribution on sediment in a depth of 24.0–22.1 m, and more stable-single domain and pseudo single domain particles exist. The susceptibility of anhysteretic remanent magnetization and the ratio of the susceptibility of anhysteretic remanent magnetization to saturation isothermal remanent magnetization show a decrease trend below depth of 24 m, a marked increase trend in a depth of 24.0–13.5 m, and a rapid decrease at depth of 13.5 m, then a fluctuation trend upward. The above two magnetic parameters and the ratio of the susceptibility of anhysteretic remanent magnetization to the mass susceptibility can be regarded as the proxy indicators for the content of clay(4 μm)and the fine-grained size(32 μm). The sedimentary environment after the last glacial maximum in the Huanghe Delta area has experienced the fluvial facies, the tidal flat facies, the neritic facies, the pro delta facies, the delta front facies and the floodplain facies. Thickness of the Holocene transgression layer is 10.5 m and the depth of substrate is about 24 m according to the YDZ1 core. The sedimentary dynamic has a variation trend with strongweak-strong, which has been proved by the Flemming triangular schema.     

Field Evaluation of the Vertical Bearing Capacity of a Screw Pretensioned Spun High-Strength Concrete Pile

This study has evaluated the vertical bearing capacity by conducting static load tests for noise-free and vibration-free screw pretensioned spun high-strength concrete (PHC) piles installed using two different methods (end-squirting shoe and pre-boring methods). Vertical bearing capacity differences seem to occur due to the displacement of soils near the external circumference of a pile, depending on the installation method. A method by which to evaluate the bearing capacity of screw concrete piles is suggested by considering the equations that already have been used to calculate the bearing capacity of piles. Based on static load tests and analysis, the pile installed using the end-squirting shoe method was assumed to be a bored pile and it was reasonable to use the equation proposed by the Japanese Geotechnical Society. At the same time, the pile installed using the pre-boring method was deemed a low soil displacement pile and so it was reasonable to apply the equations proposed for calculating the bearing capacity of the driven pile suggested by the Architectural Institute of Japan.     

Development of Prebored Screw Pile Method and Evaluation of Its Bearing Characteristics

The pile-driving method produces considerable noise and vibrations. Hence, an auger-drilled pile method was developed as a low-noise and -vibration substitute. However, this method does not guarantee the bearing capacity of the pile unless some amount of pile-driving is performed. Therefore, the noise and vibration problems cannot be completely solved. In this study, a prebored screw pile method is proposed to solve these problems. In this method, piles are constructed by the rotary penetration of a screw pile into a prebored hole filled with some cement milk and whose diameter is smaller than that of the screw pile. To determine the shape of the screw pile, laboratory tests with model screw piles were conducted. Also, field load tests were conducted on an actual screw pile fabricated based on the laboratory test result and on a smooth-surfaced pile. In addition, the behavior of the screw pile was estimated by using three-dimensional finite element analysis. The results of the field load test and the numerical simulation showed that the ultimate bearing capacity and the unit skin friction of the screw pile are very superior to those of the smooth-surfaced pile and the cement milk is an important factor in the prebored screw pile method.     

上海砂性软土地层水平定向钻进泥浆性能调控技术

上海地区水平定向钻进铺管（HDD）钻遇不易成孔的砂性软土的概率甚高,这种地层对泥浆性能有特殊要求。但目前普遍使用的复配型增效商品土粉基调相近,难以就大量工程个案恰如其分地发挥关键功效。为此,论述了该类工程环境下泥浆性能设计要点,分析了材料添配的作用机理,重点给出了泥浆密度、粘度、切力以及失水量等参数调控的宜于实用的若干配材技术,以提供相类似工程条件下泥浆运用的可参考方法。     

Helical probe tests in residual soils of the Appalachian Piedmont

Helical probe tests (HPT) are a quick and economical means for manual field testing of soils to depths of 1.5 m with readings taken at 0.15-m intervals in only 10 min. The equipment is lightweight (only 2 kg) and thus amenable to deploy on initial site reconnaissance explorations, shallow pavement projects, earth retention walls, and/or compaction of fills. Although suitable for use in a variety of geomaterials: sands, silts, clays, and mixed soils, the specific application to residual fine sandy silts and silty fine sands of the Appalachian Piedmont and Blue Ridge geologic provinces is shown here. Existing relationships for converting the measured HPT torque reading to equivalent cone penetration testing (CPT) tip resistances are reviewed, as well as other trends.     

基于航空重磁特征对突泉盆地构造的认识

为获取突泉盆地航空物探基础地质资料,为油气调查评价提供参考,中国国土资源航空物探遥感中心在该盆地开展了1:10万航空重磁综合调查工作。利用最新的航空重磁资料及实测岩石物性数据,对突泉盆地及其邻区重磁异常特征进行研究,分析航空重磁异常与地层展布、断裂活动、岩浆岩体的分布关系,重点探讨盆地的基底性质。结果表明,研究区航空重力异常与航磁异常在强度、范围、形态、梯度和走向等方面具有一定的规律性,该区断裂体系分布与重磁场特征明显相关,NNE-NE向、NW向及NE向3组断裂明显控制盆地沉积岩体及岩浆岩体的展布,盆地基底由下古生界浅变质岩系和前古生界中等变质岩系构成。     

高寒冻土区生物结皮对土壤理化属性的影响

生物结皮是高寒地区地被层的重要组分之一。其作为地表特殊的结构层,能够改变地表结构及土壤理化属性,从而影响冻土环境。迄今为止,关于青藏高原高寒生态系统中生物结皮对土壤理化属性的影响尚不清楚。以青藏高原高寒冻土区生物结皮为研究对象,初步研究了生物结皮的特征及其对土壤理化属性的影响。结果表明：生物结皮在高寒草甸退化过程中广泛发育,主要以藻结皮为主,其盖度可达37.3%~51.7%,结皮层平均厚度为12.6 mm。由于生物结皮的发育,高寒地区5~20 cm土层粉粒含量有所增加,但差异不显著,而结皮层土壤田间持水量相比于裸地表层（2 cm）增加了10%~40%,结皮层容重较裸地降低了30%;两种类型藻结皮均显著增加了结皮层及其下0~20 cm土层土壤有机质,而深色藻结皮增加了结皮层及其下0~20 cm土层土壤全氮含量,浅色藻结皮仅增加了结皮层土壤全氮含量,对其下0~20 cm土层土壤全氮含量没有显著影响;生物结皮对土壤pH没有显著影响;生物结皮是高寒生态系统植被退化过程中的关键环节。研究结果为揭示生物结皮在高寒生态系统中发挥重要生态功能提供依据。