单自由度二阶线性系弘在各种输入函数（或实际波形）作用下的响应

The response problem of second-order linear system with single freedom degree is solved by positive and inverse Fourier transform and dynamic waveform inversion method. Several expressions of tipicel waveforms and a measured practical waveform are calculated, and the results are satisfying.     

关于氡测量标定装置(氡室)和测量单位的统一

本文介绍了作者研制的8505—I型氡室,该氡室可用于准确和快速标定多种测氡装置。作者提出了相应的标定方法,并测定了野外常用的10种氡探测器的标定系数。根据法定计量单位选用了贝克(Bq)和贝克/升(Bq/L)。相应作为各种氡测量的[放射性]活度单位和氡浓度单位。     

Collapsibility and deformation characteristics of deep-seated loess in China

Lin, Z.G. and Wang, S.J., 1988. Collapsibility and deformation characteristics of deep-seated loess in China. Eng. Geol., 25: 271–282.

As part of a comprehensive research program, laboratory tests were conducted on samples of deep-seated loess from different locations of the loessial regions of northern China, including Shaanxi, Gansu, Shanxi and Honan Provinces. The information thus acquired on some aspects of the engineering properties of the samples, such as the unit collapse-pressure relationships, the initial collapse pressure versus the “preconsolidation pressure” and deformation–pressure characteristics, is interesting and may prove useful to geotechnical engineers who work on projects on water-poor plateaux or high river terraces in loessial regions throughout the world.     

Organic geochemical analysis of environments of Dongpu Basin

Six types of “molecular fossil” indicators are summarized, by which the sources of organic matter (OM) in the sedimentary rocks of the Lower Tertiary Shahejie Formation in the Dongpu Basin can be traced and the redox and paleosalinity conditions restored.     

Effects of Initial Stresses in Tailored Pulse Loading Method

Based on the mechanism study of new well stimulation method—tailored pulse loading method, the effects of initial stresses in this method is further studied. The effects of initial stresses on the propagation velocities and directions of the cracks around a hole, especially on the energy dissipation in crack extension, are obtained through theoretical analysis, dynamic photo elasticity tests, high speed photography. And large coal specimen tests. These results provide a theoretical foundation for the practical applications of the tailored pulse loading method.     

Finite Element Calculation of Creep Effects on Pile Foundation

The axisymmetric finite element technique is used in this paper to analyze the creep effects on pole foundation. Generalized Kelvin model and Bingham model are proposed to simulate the viscoelastic and viscoelastic behavior of soil respectively. Viscoelastic and viscoelastic strain incremental formulas are derived for interface elements and soil elements around piles and the axisymmetric elastic-viscoelastc-viscoplastic finite element program is compiled. Creep effects on the settlement of poles, the building load carried by raft and the distribution of stresses along piles are analyzed. In addition, the behavior of interface between pile and soil are investigated through experiment.     

青海湖沉积物中的粘土矿物

本文对青海湖沉积物中的粘土矿物和沉积环境进行了初步研究。沉积物的粒度成分一般以粉砂级为主,湖周沉积物较粗,湖内沉积物较细。湖中粘土矿物以伊利石-绿泥石为主,含少量蒙脱石和高岭石等。沉积物表层未见蒙脱石,粘土中Al₂O₃、K₂O和MgO的相对百分含量的特征与海粘土的化学成分特征相似。     

边界单元法在电法勘探中的应用

本文用加权剩余法导出点源二维地电断面的边界单元法积分方程。通过付氏反变换,可获得三维空间的电位。若干模型上正演计算结果与解析解完全一致。对实测的ρ_s曲线进行了地形攻正及选择法反演拟合,解释结果与实际地质断面符合得很好。     

ON SOME KEY SEDIMENTATION PROBLEMS OF THREE GORGES PROJECT (TGP)

I. INTRODUCTIONThe Three Gorges Project (TGP) being planned is to be located on the Yangtze River at Sandouplug, 44 km upstream of Yichang (Fig. l). A scheme studied in the feasibility stage has the crest ofthe dam placed at 185 m with a maximums height o…