渠坡上基桩的水平承载机制试验研究

南水北调中线工程建设中,交通桥和生产桥的支承结构大部分坐落在两侧渠坡上;运行期间的荷载（特别是水平荷载）通过桥墩和承台传到置于渠坡的桩基础上,在一定的深度范围内将产生桩、土分离及不均匀沉降,拉裂基础与渠坡结构层的结合,影响渠道的防渗效果。为了采取有效的防治措施,需要掌握渠坡斜面上基桩的变形机制。作为研究环节之一,通过物理模型试验研究了渠坡上基桩的水平承载机制,结果表明：基桩处在渠坡上的抗变形能力要比处在水平地基上的抗变形能力弱,水平承载能力比基桩处在水平地基上的要小。     

杭州地磁台方位角的复测检验

通过实际观测,描述了杭州地磁台方位角的检验结果,通过复测检验有两点认识:一种新技术新方法的应用,须经过不同方法的严格比较检验,验收合格后方可推广应用;如果采用简接法测定观测墩的方位角,其精度不完全决定于天文或GPS的观测精度,在很大程度上取决于水平角的观测精度.为此建议用此法测定观测墩的方位角,须有合理的观测程序和严密的观测技术,与此同时,尚须具备高于方位角精度要求的高精度精密光学经纬仪.     

基于API规范的液化土层桩基p-y曲线修正计算公式

基于小型振动台拟静力试验和往返动荷载试验,将得到的静力p-y曲线及滞回曲线与基于静力方法提出的API规范方法进行对比研究,指出了采用目前API规范中的折减系数方法进行液化土层中桩基横向承载力计算时与实际不符并导致工程设计无法接受的原因。进行四种不同相对密度可液化土中大型振动台桩?土?承台动力相互作用大型振动台试验,考虑到API规范方法在工程中的广泛应用性和可接受性,在不改变其基本模式前提下,提出其中土体初始模量和极限土阻力两个修正参数,以地震波输入下的振动台试验对构建的公式进行验证,结果较为吻合。     

不同形式的断层土壤气集气装置对气氡观测结果影响的实验研究

任何一项观测都要在一定的条件下进行,不同的观测条件会产生不同的观测结果。在断层土壤气实际观测中,由于观测装置的集气室安装方式不同形成了不同形式的集气装置,而不同形式的集气装置会对气氡观测结果产生不同影响。本文就不同形式的断层土壤气集气装置对气氡观测结果的影响进行了实验研究。结果表明,集气室滞留体积对观测结果影响较大,集气室不可保留滞留体积,应控制导气管的长度和粗细,尽量减少导气管产生的滞留体积对观测结果造成影响。集气室死体积对观测结果影响不大,可保留集气室死体积。模拟观测和数字化观测应使用不同模式的集气装置。     

Overview on seagrasses and related research in China

Seagrass research in China is still in its infancy. Even though there has been progress recently, there is still a great deal of research needed to gain a better understanding of seagrass. In this article we review and discuss the advances in seagrass research in China from two aspects: (1) seagrass species and their distribution; (2) seagrass research in China, including studies on their taxonomy, ecology, photosynthesis, applications in aquaculture, salt-tolerance mechanisms and other research topics. A total of 18 seagrass species belonging to 8 genera are distributed in nine provinces and regions in China (including Hong Kong and Taiwan), as well as the Xisha and Nansha Archipelagos. They can be divided into two groups: a North China Group and a South China Group. Based on the seagrass distribution, the Chinese mainland coast can be divided into three sections: North China Seagrass Coast, Middle China Seagrass Coast, and South China Seagrass Coast. Ecological studies include research on seagrass communities, nutrient cycling in seagrass ecosystems, genetic diversity, pollution ecology and research in the key regions of Shandong, Guangdong, Guangxi, and Hainan. Seagrass species and their locations, community structure, ecological evaluation, epiphytes, ecological functions and threats in the key regions are also summarized. Other studies have focused on remote sensing of seagrass, threatened seagrass species of China, and pollen morphology of Halophila ovalis.     

Geography and Rural Household Income： A Village Level Study in Henan Province, China

This study uses the data from a sample survey conducted in April 2007 on 1 251 rural households in 11 villages of Henan Province, the largest less developed agricultural province in China, to examine how geography affects rural household income (RHI). The quantitative analysis indicates following results. 1) The significance of the traditional geographical factors reduces as RHI rank increases. 2) The landform does not affect the RHI significantly. The per capita income of rural household in a plain area is lower than that in a mountainous area. And 3) the capital endowment and status of non-farm economic activities contribute to the increase of RHI. But the probability and intensity of non-farm economic activities of rural households in urban outskirts villages are higher than that in non-urban outskirts villages. Based on the results, the paper further concludes that geography still plays a significant role in rural development, but it is changing over time. The agricultural resources (such as per capita arable land) significantly affect RHI with the relatively lower income level, while the geographical location shows a more significant impact on RHI with the relatively high income level. Along with economic development, the proximity replaces the traditional geographical factors such as landform and physical resources as the major determining factor in RHI.     

Timing for high lake levels of Qinghai Lake in the Qinghai-Tibetan Plateau since the Last Interglaciation based on quartz OSL dating

Qinghai Lake is situated in the northeast of the Qinghai-Tibetan Plateau (QTP). Its size and proximity to the junction of three major climate systems make it sensitive to climate changes. Some investigations on shorelines of Qinghai Lake suggested highstands during MIS 3, but to what extent the lake level was higher than today is yet undetermined. Others proposed that the maximum highstands probably dated to MIS 5. It has also been shown that the lake level 120 m higher than today occurred at around 12 ka. Most of these previous ages were obtained using ¹⁴C dating or multiple-aliquot IRSL/OSL dating. For ¹⁴C dating, because of the dating limit (<40 ka) and the lack of suitable dating materials in this arid area, it is difficult to establish reliable chronological control. In the present study, seven samples collected from lacustrine deposits (five samples) and sand wedges (two samples) were dated using quartz optically stimulated luminescence (OSL) with the single aliquot regenerative-dose (SAR) protocol. OSL dating results showed that (1) the lake had experienced two high lake levels, one was in MIS 5 and another in early to middle MIS 3; (2) no evidence of high lake levels in MIS 4 has been found; (3) the alluvial gravels, whose surface is at an elevation of ～3246 m, were formed at least 28.8 ± 2.3 ka ago, and the widespread sand wedges within the alluvial gravels were formed during the period of 15.1–28.8 ka, which implied that the lake level had not reached an elevation of ～3240 m after 28.8 ± 2.3 ka.     

地面核磁共振信号相位求取电阻率

椭圆极化现象是电磁场在导电介质中传播时产生的,为得到准确的相位信息,在计算激发磁场时应考虑椭圆极化。本文研究了地面核磁共振(SNMR)信号相位求取电阻率的基本方法,利用SNMR信号通过广义逆反演法得到电阻率未知情况下的含水率及层位分布,作为相位反演电阻率的先验值,通过模拟退火法实现对电阻率的反演。对SNMR的研究解决了通过相位对电阻率的求取,有利于进一步利用相位信息提高含水层和含水率反演的精度。      

A new model for analyzing nonlinear torsion behavior of concrete filled steel tube columns with rectangular section

An experimental study on concrete filled steel tube columns with rectangular section subjected to compressionflexure-torsion combined action has been carried out. The failure modes and load-deformation hysteretic relations were obtained. Based on the principles of classical material mechanics, the relations between the torsion curvature of the section and the shear strain of the fiber on the section were established. Then the strain distribution on the rectangular section of concrete filled steel tube columns subjected to torsion was analyzed. The three-dimensional refined finite element model was also built, in order to make the precision verification. The matrix forms of the relation between the torsion curvature of the section and the shear strain of the fiber on the section were derived, and introduced into the fiber beam model considering nonlinear torsion effect on the section. The comparison between test results and calculation results showed that the fiber beam model considering nonlinear torsion effect had high modeling efficiency and solution precision for predicting the torsion behavior of concrete filled steel tube columns with rectangular sections, and was suitable for analyzing the dynamic response of various structures subjected to the combined cyclic load caused by the earthquake load.     

花岗岩张拉和压剪裂隙渗透率演化研究

地下工程开挖造成围岩破坏,其破坏方式可归纳分析为两类：张拉型破坏和压剪型破坏,这两种破坏导致的裂隙面的细观形态并不相同,这种不同的细观形态导致张拉和压剪型裂隙的渗透率表现出不同的演化规律。为此,对花岗岩进行了不同围压下三轴压缩试验,产生张拉和压剪型裂隙,进行含裂隙岩样在静水压力加载条件下渗透系数试验。试验表明,相比于含压剪裂隙试样,含张拉裂隙试样的渗透率对静水压力更敏感。进而,分别对不同围压条件下的三轴压缩试验获得的张拉和压剪裂隙面进行扫描电镜试验,获得张拉和压剪裂隙面的细观形态,花岗岩单轴压缩试验所产生的裂隙面表现为典型的张拉型裂隙,破裂面比较光滑;随着围压的不断增大,破裂面的细观形态发生明显的变化,从破裂面上可以明显地观察到逐渐增多的压剪型裂隙,破裂面比较粗糙。在静水压力的作用下,张拉裂隙较快闭合;而压剪裂隙的锯齿能够一定程度上阻止裂隙的闭合。张拉和压剪裂隙面的不同细观结构决定了含张拉和压剪裂隙岩样的不同渗透率演化规律。研究结果对于地下工程分析中确定围岩的渗透率具有一定的意义。