Underwater Explosion Treatment of Marine Soft Foundation

The consolidation of soft foundation is a problem that commonly appears in harbor construction engineering on muddy coast. Introduced in this paper is the experimental study on underwater explosion treatment of soft foundation, including the regulations of explosion hollow development and medium movement, the law of similarity of densification and settlement of filled stone mass by shock wave pressure and explosion energy and their construction technologies, etc. A number of projects have been completed by applying this new technique, and the technique itself has been proved practicable.     

Some Considerations in Design and Construction of the Wei-Liu Water Supplying Submarine Pipeline

The Wei- Liu water supplying submarine pipeline is at present the longest one of the kind in China. It is about 4 kilometers long from Weihai City to Liugong Island in Shandong province. It took only half a year to design and construct it. The project was of a high economic efficiency and some practical experiences were achieved. In this paper a general introduction to the design and construction of this pipeline is presented and such problems as the stability of the pipeline in very soft clay, design of curved slide for launching and estimation of dragging forces are expounded.     

Reinforcement of Soft Foundation with Geotextile and Observation for Sea Dike Project of Zhapu Port

1 .IntroductionTheZhapuPortissituatedonthenorthbankoftheHangzhouBay ,nearZhapuTowninPinghuCity ,Zhejiangprovince .Asthefirststepofconstruction ,reclamationwasaccomplishedinthehinter landoftheharbor.Theborderdikeofafulllengthof 1 2 71mislocatedinthetidalregionoftheHangzhouBay .ThepreliminarydesignofthisprojectwascompletedinJune 1 986 ,anditsconstructionbeganinJuly 1 986 ,andwascompletedinMarch 1 991 .TheseadikewasbuiltontheQ4marinedepositofsaturatedsoftclaywithathicknessofabout2 7mandgeo…     

数字化钻孔体应变干扰机理及异常分析

对山东省钻孔体应变仪数字化观测资料的干扰及突跳异常进行了分析、讨论，认为：(1)山东省四个台站的钻孔体应变观测资料不同程度地受降雨、地下水位、气压、温度的影响，其中，烟台台体应变观测受到的干扰最多，影响最显，主要与其钻孔的地质条件有关。(2)长清台体应变观测资料中出现的几次突跳异常是由井孔内破碎带处掉下的岩块引起的变化。     

腾冲——勐海共轭地震构造带

使用地震和地质资料的综合分析方法研究了腾冲一勐海地区地震破裂特征,结果认为:本区存在长400km,宽45km的地震构造带,它是由一条长400km,宽25km的NNW向右旋剪切带为主干和几条NE-NEE向左旋走滑断裂变切而成的共轭地震构造带.带内地震具有线性排列和统一的周期性活动.     

1992年黄海5.3级地震

对黄海5.3级地震序列研究表明,该序列属于一个典型的主-余震型地震。震源机制解的结果表明,该区主压应力方向基本上和华北地区主压应力方向一致。通过对5.3级地震前区域地震活动分析结果说明,该地震是在区域地震活动中期异常背景的情况下发生的,即存在明显的地震活动增强和孕育空区。     

东昆仑地质特征及晚古生代——中生代构造演化

东昆仑造山带是一个经历多期构造活动的复杂造山带,大致划分为昆北花岗岩浆弧带、昆中双型俯冲带、昆南混杂岩带。其地质特征反映了昆中断裂带在历次构造演化中的主导性。。晚元古代华北、华南两大古板块沿昆中断裂一线俯冲碰撞,为后期构造演化奠定了基础。晚古生代—中生代构造演化别具一格。经整体分析、现位恢复,具有泥盆—早二叠伸展滑覆、早二叠纪末—中三叠纪B型俯冲、中三叠纪末—早侏罗纪A型斜向俯冲三个演化阶段。     

青南地区地壳稳定性的模糊综合评判

在工程地质条件复杂,研究程度不高的青南地区选用模糊综合评判的方法能够得出比较符合实际情况的地壳稳定性半定量分析结果。     

青南高原西部砂金成矿条件分析

青南高原西部,处于柴达木准地台与松潘—甘孜印支褶皱系衔接部位。属于青藏高原北部的可可西里地区,平均海拔4800—5000m,属高寒荒漠干旱气候区。由昆仑山大起伏高山区及江河源高海拔波状平原区组成二级地貌区。通过对该区近代砂金矿形成的物质来源、新构造运动、地貌、气候、水动力条件及供源条件进行分析,认为该区砂金矿床的规模以及砂金找矿的前景并非如人们估计的那样乐观。     

对东昆仑金水口地区高级变质岩的新认识

详细的构造岩石单位填图研究表明,东昆仑山金水口高级变质岩分布区,并非仅由早元古代金水口岩群白沙河岩组变质地层组成。由花岗闪长质—英云闪长质—奥长花岗质构成的灰色片麻岩,组成了高级变质岩分布区的主体。在灰色片麻岩中进一步还可解体出更古老的以包体形式产出的表壳岩组合系列。因此,以金水口地区为窗口,加深对东昆仑山高级变质岩的研究,有助于澄清变质杂岩的属性,正确认识造山带的形成与演化和提高1:5万地质填图质量。