砂垫和砂井结合处理软粘土地基的探讨

本文主要介绍:在近期海相沉积的软粘土层上,采用砂垫和砂井结合(即混合砂地基),上部结构施工前不进行堆载预压的办法,修建多层砖房的设计和施工。1979年夏动工,1981年冬竣工交付使用,近三年来使用情况良好,未发现异常变形,达到预期效果,施工简便,经济效果显著,是砂井排水固结处理软粘土地基,应用在房屋建筑上成功的一例。     

方解石矿床及工业利用

方解石矿床一般产于碳酸盐岩地区和侵入岩变质接触带,受断裂风化淋滤容矿,热液接触变质作用,由碳酸盐岩褪色重结晶而形成。方解石矿有三个显著特征：即白色、块大、致密。在化学工业,建材装饰,工艺雕刻上,都得到广泛应用。     

铁路几种类型的便线设计及测量要素的计算方法

本文在介绍铁路便线的设计过程中,详细地讨论了各类曲线测量要素的计算方法,掌握了这些方法,铁路便线施工放样的困难就可迎刃而解。     

兰坪盆地遥感地质及化探综合分析在成矿预测中的应用

在遥感图像目视解译的基础上,对兰坪盆地的线性构造和环形构造做了详细定量分析,结合已知矿床（ 点） 分布及地球化学异常分析,圈定出了４ 个最有利的成矿远景区,这对进一步研究和指导该区找矿十分有用。     

透辉石用作橡胶、油漆填料的研究

塑料、橡胶、油漆等聚合物复合材料以天然或人工合成树脂（石油化工产品）为基料,数量有限,而对于聚合物复合材料需求的增长和能源危机,则造成了塑料、橡胶、油漆原料短缺、价格上涨。在聚合物中添加填料（填充剂）的目的一方面可提高制品性能,另一方面又可使原料增量、成本降低。许多无机填料因具有特殊的物理化学性质,能改善聚合物的力学性能（如硬度、刚度、抗压强度、抗拉强度、抗冲击强度等）、加工性能和热性能等,在聚合物复合材料中有广泛应用。其中天然矿物作为橡塑、油漆填料的最大优点是成本低,因此在性能得以保证的前提下…     

数字台网无线网络运行中仪器设备故障分析

本文对数字台网中心无线网络中的仪器及传输设备引起的故障进行总结。     

超前锚杆短循环法在砂砾石隧洞挂口施工中的应用

介绍了在支洞工程的施工中,利用超前锚杆短循环法解决在砂砾石地层中挂口难题的具体措施和关键技术,实现了工程自身及周围围道公路,升压站等重要建筑物的安全技术要求。     

长江口沉积物对铅的吸附作用

模拟研究长江口悬浮沉积物对Pb的吸附作用,发现沉积物的吸附性能与其氧化铁和有机物等活性组份的含量密切相关,获得Langmuir型吸附等温线,测定饱和吸附容量和分配系数,结果表明,pH和盐度对吸附产生明显影响,吸附率与pH和盐度之间分别呈线性正相关和负相关关系。初步探讨吸附动力学特征,沉积物对Pb吸附化化学作用为主,与厦门港沉积物相似。     

New interpretation on the provenance changes of the upper Pinghu–lower Huagang Formation within Xihu Depression,East China Sea Shelf Basin

Both Pinghu and Huagang formations are important hydrocarbon reservoirs of the Xihu Depression in the East China Sea Shelf Basin. Clarifying the source suppliers and restoring source-to-sink transport routes are of great significance to the future petroleum and gas undertakings. Previous researchers were largely confined by either limitation of geological records, highly dependence on a singular method or low-precision dating techniques. Our study integrated heavy mineral assemblages, geochemica...     

Dynamic analysis of sliding structures with unsynchronized support motions

The dynamic analysis of sliding structures is complicated due to the presence of friction. Synchronization of the kinematics of all the isolation bearings is often granted to simplify the task. This, however, may lead to inaccurate prediction of the structural responses under certain circumstances. Stepped structures or continuous bridges with seismic isolation are notable examples where unsynchronized bearing motions are expected. In this paper, a logically simple and numerically efficient procedure is proposed to solve the dynamic problem of sliding systems with unsynchronized support motions. The motion equations for the sliding and non‐sliding modes of the isolated structure are unified into a single equation that is represented as a difference equation in a discrete‐time state‐space form and the base shear forces between the sliding interfaces can be determined through simple matrix algebraic analysis. The responses of the sliding structure can be obtained recursively from the discrete‐time version of the motion equation with constant integration time step even during the transitions between the non‐sliding and sliding phases. Therefore, both accuracy and efficiency in the dynamic analysis of the highly non‐linear system can be enhanced to a large extent. Rigorous assessment of seismic structures with unsynchronized support motions has been carried out for both a stepped structure and a continuous bridge. Effectiveness of friction pendulum bearings for earthquake protection of such structures has been verified. Moreover, evident unsynchronized sliding motions of the friction bearings have been observed, confirming the necessity to deal with each of the bearings independently in the analytical model. Copyright © 2000 John Wiley & Sons, Ltd.