Laboratory investigation on the mechanical behavior of ice-saturated frozen loess

To investigate the mechanical properties of ice-saturated frozen soil, a series of triaxial tests under various confining pressures（0.5 to 9.0 MPa） on ice-saturated frozen loess with ice content of 23.7% were carried out at a temperature-6 °C, and at 1.25 mm/min of loading rate. The triaxial tests include two loading modes, one with monotonic loading（i.e., triaxial compression）, and another with static cycle loading. The test results under triaxial compression show that the strength and deformation behaviors of ice-saturated frozen loess are affected by confining pressure. According to the test results of triaxial loading-unloading cycle test, the elastic modulus evolution with the number of cycles under different confining pressures are analyzed.     

"5.10"强对流天气雷达产品特征及临近预报

本文运用多普勒雷达的基本反射率(R)、基本径向速度(V)、垂直积分液态含水量(VIL)等产品对2005年5月10日邯郸发生的强对流天气进行分析,总结了雷达产品特征,得出了一些具有实用价值的结果,为预报员快速判断强对流的潜势提供参考.     

“5．10”强对流天气雷达产品特征及临近预报

本文运用多普勒雷达的基本反射率（R）、基本径向速度（V）、垂直积分液态含水量（VIL）等产品对2005年5月10日邯郸发生的强对流天气进行分析，总结了雷达产品特征，得出了一些具有实用价值的结果，为预报员快速判断强对流的潜势提供参考。     

Incorporating low‐cycle fatigue model into duration‐dependent inelastic design spectra

Seismic performance of structures is related to the damage inflicted on the structure by the earthquake, which means that formulation of performance‐based design is inherently coupled with damage assessment of the structure. Although the potential for cumulative damage during a long‐duration earthquake is generally recognized, most design codes do not explicitly take into account the damage potential of such events. In this paper, the classical low‐cycle fatigue model commonly used for seismic damage assessment is cast in a framework suitable for incorporating cumulative damage into seismic design. The model, in conjunction with a seismic input energy spectrum, may be used to establish an energy‐based seismic design. In order to ensure satisfactory performance in a structure, the cyclic plastic strain energy capacity of the structure is designed to be larger than or equal to the portion of seismic input energy contributing to cumulative damage. The resulting design spectrum, which depends on the duration of the ground motion, indicates that the lateral strength of the structure must be increased in order to compensate for the increased damage due to an increased number of inelastic cycles that occur in a long‐duration ground motion. Examples of duration‐dependent inelastic design spectra are developed using parameters currently available for the low‐cycle fatigue model. The resulting spectra are also compared with spectra developed using a different cumulative damage model. Copyright © 2004 John Wiley & Sons, Ltd.     

重力球面外部校正技术

山区重力勘探中，重力外部校正是重力勘探料处理和解释的前提，其内容包括地形校正、中间层校正等。本文在分析常规外部校正方法的基础上，提出了一套适合于山区重力勘探的球面地形校正及有限球壳中间层校正方法，并严格推出了球面地形校正公式。对中国南方ZJJ地区重力资料处理结果表明，该方法提高了地形校正的精度，使山区重力资料品质达到或接近平原区的水平。     

灵武断裂晚第四纪古地震及其破裂特征

在地质地貌调查基础上 ,对灵武断裂进行了古地震槽探揭露。结果显示 ,距今 2 8ka以来 ,灵武断裂上发生过 5期地表破裂型地震事件 ,时间大约分别在距今 ( 2 7 15± 0 778) ,2 0 0 ,( 13 0 7± 0 0 6) ,( 10 586± 0 0 5)和 6 0ka。根据 5期古地震事件的综合对比分析 ,发现断裂有分段组合破裂的特征 ,由此并结合槽探揭示的古地震同震位移等估计了古地震的震级     

粗差拟准检定的实施方案设计

拟准检定法是根据真误差与观测值有确定的关系式RΔ=-RL,通过直接解算真误差估值Δ来检测粗差。由于真误差能直接反映粗差的大小，所以这种方法可靠性强。本文主要阐述该方法的实施方案设计思想及其步骤和选择“拟准观测”的一些技巧。     

Late Cenozoic Stratigraphic Sequence and Its Implication to Tectonic Evolution, Hejiakouzi Area, Ningxia Hui Autonomous Region

ＩＮＴＲＯＤＵＣＴＩＯＮＨａｉｙｕａｎ Ｔｏｎｇｘｉｎｓｙｎｔａｘｉｓ ,ｗｈｉｃｈｌｉｅｓｏｎｔｈｅｎｏｒｔｈｅａｓｔｅｒｎｅｄｇｅｏｆｔｈｅＱｉｎｇｈａｉ ＸｉｚａｎｇＰｌａｔｅａｕ ,ｗａｓｆｏｒｍｅｄａｎｄｓｅｖｅｒｅｌｙｄｅｆｏｒｍｅｄａｓｆｏｒｅｌａｎｄｂａｓｉｎｄｕｅｔｏｔｈｅｒｉｓｅｏｆｔｈｅＱｉｎｇｈａｉ ＸｉｚａｎｇＰｌａｔｅａｕｓｉｎｃｅｔｈｅＣｅｎｏｚｏｉｃ .Ｉｎｔｈｅａｒｃ ｌｉｋｅｒｅｇｉｏｎ ,Ｃｅｎｏｚｏｉｃｄｅｐｏｓｉｔｓａｒｅｗｉｄｅｌｙｄｉｓｔｒｉｂｕｔｅｄａｎｄｐｅ…