婴幼儿颅脑结节性硬化病CT特点

目的：提高对婴幼儿结节性硬化病CT表现的认识。结果：本病CT有特征性表现，即双侧侧脑室周围多发高密度结节影和钙化斑。结论：CT能够准确诊断结节性硬化脑，为该病的特异性诊断方法。     

钢筋混凝土带暗支撑双功能剪力墙的力学计算模型

提出了钢筋混凝土带暗支撑双功能剪力墙结构。在试验研究基础上，建立了该体系的力学计算模型，计算结果与实测结果符合较好。     

钢筋混凝土剪力墙结构基于自平衡力的非线性地震反应分析

本文简要评述了现有钢筋混凝土剪力墙的非线性分析模型，着重介绍了多竖线单元模型，并对其竖向单元的轴向刚度和水平弹簧的剪切刚度分别建议了改进的滞变模型，最后将基于自平衡力的非线性动力反应分析方法应用于求解剪力墙结构的非线性地震反应，并用传统分析方法对其结果进行了检验，表明该分析方法计算简便，而且是有效和可靠的。     

PHYSICAL MODELING OF HYDRAULIC DESILTATION IN TAPU RESERVOIR

1 INTRODUCTIONIn recent years, the concePt of long-term sustained use of reservoirs has been addressed because areservoir is very much considered to be a nonrenewable resource (Morris and Fan, l998). Technically,many options for reservoir sedAnentation control can be utlized to pursue the sustainable develoPment ofwater resources. In general, reduction of incoming sedimen yields from watersheds is often emPloyedin conjunction with hydraulic methods such as flushing or density currnt vot…     

江门市某病害挡土墙的工程治理实践

详细介绍了江门市某病挡土墙的工程治理实践，通过对病害挡土墙的原因分析，提出了合理的整治方案及施工处理措施，达到预期整治效果。     

气举反循环钻深度的理论计算与加深试验

运用气举反循环钻进、在满足一定条件下适当增加双壁钻具长度即可得到较大钻进孔深，本文通过理论计算及实验，证实了使用现有设备，气举气循环可以更好的满足超午米深水井的施工要求。     

关于吉林地区挖孔桩设计问题的探讨

探讨了在吉林地区高层建筑中有关桩基规范执行及设计施工过程中常见的问题。通过对不同直径的桩端进入持力层深度的对比 ,明确 2d与 4d的对比要求 ,即持力层厚度的保证比进入持力层深度更重要。针对通长配筋“一通到底”的设计给施工带来的不便及浪费提出了新的建议。通过实践给出“α”角的建议值 ,既能减小扩大桩头斜面上受到卸荷后侧土压力 ,又可减少施工时的坍方。最后对降水及护壁提出了结合实际地质情况的 4种方法。     

Plumb line deflection varied with time obtained by repeated gravimetry

IntroductionPlumb line deflection (PLD) express the incline between the geoid and the surface of ellipsoidal earth, i.e., the deflection of the real plumb line of calculating point to the normal direction of the corresponding point in the ellipsoidal surface. It varied in the range of about 3(~5( generally, and the largest value will be 20(~30( in spatial domain. Plumb line is closely related to spatial distribution of gravity field on the earth surface. PLV of a point on the earth surface c…     

Pull-apart Basins and the Total Lateral Displacement Along the Haiyuan Fault Zone in Cenozoic

ＩＮＴＲＯＤＵＣＴＩＯＮＩｔｉｓｄｅｂａｔｅｄａｂｏｕｔｔｈｅｔｏｔａｌｌａｔｅｒａｌｄｉｓｐｌａｃｅｍｅｎｔａｌｏｎｇｔｈｅｍａｉｎｂｏｕｎｄａｒｙｆａｕｌｔｓｏｆｉｎｔｒａｐｌａｔｅｂｌｏｃｋｓｉｎｅａｓｔｅｒｎＡｓｉａｃｏｎｔｉｎｅｎｔｉｎＣｅｎｏｚｏｉｃｅｒａ .Ｉｎｔｈｅ 1 970ｓｏｆ2 0ｔｈｃｅｎｔｕｒｙ ,ｓｏｍｅｓｃｉｅｎｔｉｓｔｓｈａｄｅｓ ｔｉｍａｔｅｄｌａｔｅｒａｌｄｉｓｐｌａｃｅｍｅｎｔｂａｓｅｄｏｎｇｅｏｍｏｒｐｈｉｃｄａｔａ .Ｔｈｅｙｐｒｏｐｏｓｅｄｔｈａｔｔｈｅｔｏｔａｌｄ…     

Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan

This paper gives an overview on the application of geosynthetic-reinforced soil structures in Taiwan. Taiwan has an unique topography and geotechnical conditions that rendered a less conservative and more challenging design compared to that of North America, Europe and Japan. The Ji-Ji (Chi-Chi) earthquake of 1999 gave an opportunity to examine the behavior of reinforced soil structures. The performance of several modular-block reinforced soil retaining walls and reinforced slopes at the vicinity of the fault was evaluated. Reinforced structures performed better than unreinforced soil retaining walls. The failure cases were highlighted and the cause of failure was identified. The lack of seismic design consideration could be a major cause of failure. The compound failure mode, the inertia force of the blocks, and the connection stiffness and strength relative to the large dynamic earth pressure, were among major items that would warrant further design consideration.