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“石牛绳”其实不是绳。
“石牛绳”乃是一堵年代久远,隐于山腹地下,宽约米许,长、深均不知几何的天然石墙：一个春光明媚的上午,我来到天台城西20公里的平桥镇上大吴村后山岗上,看到了向往已久的石牛绳。只见在一列红色的山丘上,一道乌黑发亮的岩石将山体一分为二,并随山势蜿蜒起伏,绵延东去. 相似文献
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Sandwich masonry walls are widely used as energy-saving panels since the interlayer between the outer leaves can act as an insulation layer.New types of sandwich walls are continually being introduced in research and applications,and due to their unique bond patterns,experimental studies have been performed to investigate their mechanical properties,especially with regard to their seismic performance.In this study,three new types of sandwich masonry wall have been designed,and cyclic lateral loading tests were carried out on five specimens.The results showed that the specimens failed mainly due to slippage along the bottom cracks or the development of diagonal cracks,and the failure patterns were considerably influenced by the aspect ratio.Analysis was undertaken on the seismic response of the new walls,which included ductility,stiffness degradation and energy dissipation capacity,and no obvious difference was observed between the seismic performance of the new walls and traditional walls.Comparisons were made between the experimental results and the calculated results of the shear capacity.It is concluded that the formulas in the two Chinese codes(GB 50011 and GB 50003) are suitable for the calculation of the shear capacity for the new types of walls,and the formula in GB 50011 tends to be more conservative. 相似文献
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山西省石墙区铝土矿地质与地球化学特征研究 总被引：2，自引：0，他引：2
[摘 要]山西省原平市石墙区铝土矿属于典型的喀斯特型铝土矿。含矿岩系自下而上包括铁质粘土层、铝土矿层、粘土层,且含矿岩系一般包含两个明显的沉积旋回。矿体主体呈层状、似层状产出,矿石结构以隐晶质结构为主,局部出现碎屑和豆鲕粒结构。矿石构造大都为块状构造。矿物学分析显示,硬水铝石、针铁矿、锐钛矿、高岭石是主要的组成矿物,另外还含有石英、伊利石、绿泥石等矿物。地球化学分析显示,主量元素主要包括Al2O3、SiO2、Fe2O3、H2O+及TiO2,微量元素中碱性和碱土元素Li、Sr、Be、Cs、Ba 及酸土元素Zr、Hf、Nb、Ta、W 均表现为明显富集,且Zr 和Hf 之间以及Nb 和Ta 之间具有高度的相关性。地球化学指标Zr/ Hf、Nb/ Ta 以及Eu/ Eu*- TiO2/ Al2O3图解显示,底板碳酸盐岩是山西省原平市石墙区铝土矿的重要源岩。 相似文献
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危岩拦石墙计算方法研究 总被引：1，自引：0，他引：1
唐红梅 《中国地质灾害与防治学报》2005,16(3):12-15,30
拦石墙是危岩主要的被动防治技术之一。通常布设在陡崖或陡坡脚前适当部位。而布设在陡崖或陡坡脚前的距离及自身高度、宽度等结构尺寸均应通过计算确定，但计算理论迄今尚未完善。作者将危岩落石作用于拦石墙的传力机理概化为落石→堤→桩及板→地基的传力过程。落石作用于挡土墙后在挡土墙内的扩散范围为一锥体，建立了落石对拦石墙的冲击力及其在土堤内部扩散的计算方法，量化了落石在墙体内的冲击深度及扩散角，即锥体的高度及顶角张开度。将拦石墙土埕等效为连续土板，则可将拦石墙概化为连续桩板结构并将冲击力均布作用于扩散锥：据此便可运用结构力学方法进行拦石墙内力计算。运用论文建立的拦石墙计算方法在三峡水库区万州太白岩实施了3km长的示范工程。多次随机落石事件显示了该结构的可靠性及有效性。 相似文献
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“4.20”四川芦山地震诱发了大量次生地质灾害,导致宝兴县两河口崩塌危岩体发育,威胁进出地震灾区的生命线工程省道S210,威胁周边企事业单位及居民人数超过500人,严重影响了抗震救灾和灾后的恢复重建。在充分考虑治理区自然情况的基础上,采取预应力锚索锚杆支护,桩板拦石墙与钢轨障桩联合治理,解除了在暴雨作用下,治理区危岩体顶部、崩坡积层和下部坡面上存在的危石灾害,解决了被动网立柱抗弯能力较弱的问题,形成障桩起保护作用。为宝兴县灾后重建赢得了时间。 相似文献