Experimental study of lightweight expanded polystyrene aggregate concrete containing silica fume and polypropylene fibers

We developed a new structural lightweight concrete by totally or partially replacing coarse and fine aggregates in high performance concrete by expanded polystyrene (EPS) beads. In this work,the sizes of EPS bead were 1.0,2.5 and 6.3 mm. Lightweight EPS concretes with a wide range of concrete densities and compressive strengths were successfully developed. Compressive strength,splitting tensile strength,shrinkage,and water absorption were examined. Additionally,fine silica fume (SF) and polypropylene (PP) f...     

复合相变调温剂的制备方法及其性能表征

针对固-液相变材料在高温下容易泄漏的问题,先将相变材料制成相变微胶囊,然后用环氧树脂包裹相变微胶囊得到复合相变调温剂。试验发现,复合相变调温剂粒径均匀、吸水率低,且具有较高强度,可等量替换粗集料。复合相变材料相变焓值较高,相变温度域较宽,储存稳定性良好,适用于道路工程。     

振动压路机振动轮减振支承系统动力分析

根据振动压路机振动轮的受力特征，应用减振支承理论，对振动轮振支承系统进行了人出了振动轮减振支承系统各刚度参数的表达式。     

清宫医案珍闻

清代以前的宫廷医案已散佚殆尽，无从查考。值得庆幸的是。北京屡经近、现代战乱，迭遭帝国主义侵略军占领、抢劫，但清官医案还保存得相当完好。不少资料还是当年原封。未首启动过，真是极为难得。其中包括皇帝、皇后、妃、嫔、王子、太监、宫女以及部分王公大臣的原始诊病记录、内务府抄件、帝后用药底薄、配方密本、御药房和御膳房、御茶房的各项记录，皇帝以及个别皇后的起居注、皇帝有关医药的“朱批”、宫中敬事房档案等，除顺治、康熙、雍正三帝的医疗资料较少外，乾隆以下诸帝。大多有成奎的资料，尤以慈禧、光绪的案卷为多。清朝历代宫延的医案总数约有三、四万件。     

直言无隐、铮铮铁骨的汪应辰

汪应辰是南宋主战派的代表人物和著名政治活动家。     

自平衡法试桩承载力的确定及应用

介绍自平衡法试桩相对传统静载法的优点和单桩极限承载力的确定方法,以及自平衡法测试结果向传统静载法的转换方法。通过理论研究和实际工程的对比分析,得到的单桩极限承载力是偏于安全的。     

刘少奇与苏区工人运动

“刘少奇的号召真灵，广昌的工人群众没有人怕死，地皮都红了三尺。”这是当年目睹第五次反围剿广昌会战老人的由衷评价。这个评价与其说是对广昌千余名参战丁人英勇无畏战斗精神的赞叹，还不如说是对工人参战的号召者——全总执行委员长刘少奇的最好评价。     

抗拔桩荷载一位移曲线的荷载传递法解析

本文采用荷载传递法,假定桩侧土荷载传递函数符合弹性—应变硬化—理想塑性三折线模型,考虑桩身自重的影响,推导出抗拔桩桩项上拔荷载-位移曲线的解析算式,适用于多层地基中的抗拔桩.应用本文方法,同时可以得到抗拔桩桩身轴力和桩侧摩阻力沿桩长的分布.通过对实例的拟合验证了本文方法的合理性,为抗拔桩荷载传递机理提供了一种理论依据,并可用于指导抗拔桩的设计和检测.     

Analysis of interaction factors between two piles

A rigorous analytical method is presented for calculating the interaction factor between two identical piles subjected to vertical loads. Following the technique proposed by Muki and Sternberg, the problem is decomposed into an extended soil mass and two fictitious piles characterized respectively by Young＇s modulus of the soil and that of the difference between the pile and soil. The unknown axial forces along fictitious piles are determined by solving a Fredholm integral equation of the second kind, which imposes the compatibility condition that the axial strains of the fictitious piles are equal to those corresponding to the centroidal axes of the extended soil. The real pile forces and displacements can subequally be calculated based on the determined fictitious pile forces, and finally, the validity of the proposed approach and desired pile interaction factors may be obtained. Results confirm the portray the influence of the governing parameters on the pile interaction.