The paleogeographic implications of loess mounds: Laizhou Bay plain

The loess mounds are a newly discovered type of landforms on the Laizhou Bay plain south of the Bohai Sea. Research shows that they were formed in the late period of the late Pleistocene when the Bohai Sea was exposed in the period of late Wümu glacial age and changed into plain. As the exposed area is not protected by vegetation, the sediments at the sea bottom are blown and transported southward by strong north winds, and deposit on the coastal plains. As thick loess is accumulated, the loess mound landforms are formed in the direction of down wind.     

软弱结构面粒度成分与抗剪强度参数的关系探讨

软弱结构面一直是水电工程建设中的一个重要工程地质问题, 选取合理的力学参数对大坝建基面的选取及未来坝基抗滑稳定性具有重大意义。本文在大量试验资料基础上, 研究了沉积岩地区某重力坝电站坝址区软弱夹层粒度成分和抗剪强度参数之间的相关关系, 建立了不同稠度状态下的相关方程。并结合《混凝土重力坝设计规范》中提出的用粒度成分定量指标选取软弱结构面抗剪强度参数, 对软弱结构面抗剪强度参数取值问题进行了探讨。     

吉林省延边开山屯地区大蒜沟组生物化石的发现及其意义

在延边开山屯地区大蒜沟组地层中,发现的植物化石大部分在吉南—辽东地区太原组中所常见,具有明显的晚石炭世华夏植物群的色彩;动物化石也大多属石炭—二叠纪常见分子。将具有这种生物组合的大蒜沟组置于晚石炭世—早二叠世早期是合适的。     

某滑坡坝溃坝可能性以及对下游拟建某电站影响分析

自然形成的滑坡坝很容易发生溃坝。通过对某滑坡坝溃坝情况计算表明：即使在溃坝情况下，也不会对下游人民生命财产和拟建某电站的安全运行构成威胁，也不会诱发别的地质灾害。     

Isotopic Ages of the Carbonatitic Volcanic Rocks in the Kunyang Rift Zone in Central Yunnan, China

The Mesoproterozoic Kunyang rift, which is located on the western margin of the Yangtze platform and the southern section of the Kangdian axis, is a rare massive Precambrian iron-copper polymetallic mineralization zone in China. The Mesoproterozoic Wulu (Wuding-Lufeng) basin in the middle of the rift is an elliptic basin controlled by a ring fracture system. Moreover, volcanic activities in the basin display zonation of an outer ring, a middle ring and an inner ring with carbonatitic volcanic rocks and sub-volcanic dykes discovered in the outer and middle rings. The Sm-Nd isochron ages have been determined for the outer-ring carbonatitic lavas (1685 Ma) and basaltic porphyrite of the radiating dyke swarm (1645 Ma) and the Rb-Sr isochron ages for the out-ring carbonatitic lavas (893 Ma) and the middle-ring dykes (1048 Ma). In combination of the U-Pb concordant ages of zircon (1743 Ma) in trachy-andesite of the corresponding period and stratum (1569 Ma) of the Etouchang Formation, as well as the Rb-Sr iso     

DEVELOPMENT OF A DECISION SUPPORT SYSTEM FOR MANAGING PESTICIDE LOSSES IN AGRICULTURAL WATERSHEDS

1 INTRODUCTION Agricultural use of pesticides has been recognized as one of the important non-point pollution sources in the world, and the pesticide application to agricultural lands has led to large amounts of residues discharged into surface water through runoff (Leonard, 1990). There have been growing concerns about the fate and transport of pesticides in agricultural lands, due to the associated adverse impacts on water environment and human health (Agassi et al., 1995; Ng and Clegg…     

丽江7.0级地震地下流体异常特征

通过对１９９６年２月３日云南丽江Ｍｓ７．０地震前震中周围水位、水氡、水汞、泉点宏观等地下流体共７１个台项观测资料的异常及综合特征分析，初步认为震前异常数量较多，异常时间分布具有整体性、同步性、集中性的特点，但异常主要集中在短期阶段，临震异常不突出；突间分布具有集中性和非均匀性，孕震区至远场影响区的异常比例最高，震源区内为相对“盲区”，且突出而肯定的宏观异常极少；异常的时空演变特征复杂，总体没有规律     

岩质高边坡岩体变形参数及松弛带厚度研究

预测岩质高边坡开挖后岩体变形模量的变化及松弛带厚度，是分析岩质高边坡在开挖后变形（位移）和作好防护设计的重要资料，运用波动力学关于平均应力与体积模量、岩体纵波速度与弹性模量、变形模量间的关系，通过部分实测资料及边坡应力场有限元分析的资料，分别建立了纵波速度与岩体变形模、岩体应力间的关系，研究了开挖边坡岩体变形模量的变化，预测了岩体松弛带的厚度。     

模拟试验法确定桩基承载力

通过室内中型剪切摩擦试验确定桩与地层间的C、Φ值,依据莫尔—库仑准则确定桩侧摩阻力。桩侧法向应力采用桩土上部荷载引起的作用于桩身的侧向应力,桩端承载力通过室内三轴试验确定,两者之和即为单桩承载力。该方法用于肇源松花江大桥桩基承载力的测试,得出的桩承载力与实测值吻合较好,取得了预期的效果。     

西藏降水量、气温变化特征及相关关系

本文利用40a逐日降水与气温资料，分析了西藏地区降水量、气温的年变化和年代际变化特征，讨论了气温与降水量的相关关系。结果表明：近几十年来，西藏年平均气温、降水量有明显上升的趋势；气温是影响西藏地区降水量的重要因子之一。绝大多数月份的月平均降水量与前期气温有很好的相关关系，可作为月平均降水量预报的参考依据。