浅谈挤密碎石桩的施工方法

挤密碎石桩施工法是一种振动成桩法,即先用桩管振动成孔,然后填入足够数量的碎石,最后振动密实成桩体。通过振动、挤密的成桩过程,将原地基土振动夯实,桩体与桩间土形成复合地基,达到既处理可液化地基又增强地基的效果。介绍了挤密碎石柱的施工方法和质量检测方法。     

Characteristics of stone covers on the surface of basalt flows in arid, northeast Jordan

Variations in the stone covers on desert surfaces have implications for the operation of hydrological processes. Some recent attention has been given to the difficulties of identifying and quantifying relevant characteristics of stone covers. Investigation of how such characteristics vary in relation to geological and topographical controls are limited. Results are presented of a field study of the characteristics of stone covers on four lithologies in the late Tertiary to Quaternary basalt plateau of northeast Jordan. Marked variations occur in clast dimensions and the characteristics of sorting between lithologies which are likely to affect hydrological response. A more subtle control, relating to slope conditions, is superimposed on the lithological differences. R- and Q-mode factor analysis identifies groupings within the data, which demonstrate the distinctiveness of different lithologies. Characteristics of the stone covers on sites affected by human occupation are markedly different from undisturbed sites on the same lithology.     

石煤中钒的氧化动力学初步研究

含钒石煤是我国一种新类型钒矿资源,钒的氧化是石煤提钒的基础。本文对钒的氧化动力学作了初步工作,通过试验数据处理结果表明,采用Ерофеев综合动力学公式:描述石煤中钒的氧化过程:2VO2固+1/2O2=Y2O5固简明可行,较为适宜。 钒氧化反应初期阶段以动力学方式进行:n1=1,属一级反应过程;继之,n2=0.2,反应受扩散制约。测定了由动力学过程转换为扩散过程所需的反应时间及其钒氧化率,计算了这两种过程的速率常数和表观活化能。     

瞬态瑞雷波法在工程检测中的应用研究

本文简要介绍了瞬态瑞雷波法的工作原理,野外观测及数据采集系统,并总结出了资料处理解释流程图,同时从工程实践出发,探讨了该项新技术应用于高速公路建设中的优点,存在问题及未来发展趋势。     

Deterioration processes affecting prehistoric rock art engravings in granite in NW Spain

Prehistoric rock art sites are endangered despite conservation efforts. The lack of scientific documentation regarding weathering agents affecting rock art and the absence of specific diagnostic protocols hinder the development of conservation strategies. The aim of this research was to investigate active deterioration processes in a granite petroglyph site located in Mougás (Galicia, NW Spain) by characterizing the granite, conducting a geotechnical study of the outcrop and describing and analysing the main weathering processes. Two main deterioration factors were identified. First, water favours block disjunction at the massif scale and causes pitting and surface erosion at the millimetre scale that affects the readability of the engravings. Second, high temperatures associated with wildfires cause mineral transformations that increase the susceptibility of the rock to weathering. Identifying deterioration factors is a first step in developing appropriate preventive conservation measures, which should aim to reduce rock contact time with water (technically affordable in the short term) and to reduce the probability of wildfire occurrence (technically more complex and possibly with longer‐term results). Copyright © 2018 John Wiley & Sons, Ltd.     

土石混合体分形几何特征与强度演化特征

针对土石混合体的结构性特点,以含石量为20%、30%、40%、50%、60%的土石混合体为研究对象,基于多重分形原理研究多重分形特征,研究分形维数与强度之间的关系。研究表明,土石混合体具有双重分形特征,不同尺度条件下具有不同分形指标,包括块石粒度、土体粒度以及平均粒度等分形维数,与含石量相关。单轴压缩试验表明,抗压强度随含石量增加呈现先增大后减小的趋势,根据单维分形特征,确定最优含石量约为40%。建立了含石量、不同分形维数指标与抗压强度之间的关系,分析了双重因素综合影响下抗压强度的变化特征,确定了含石量与分形维数之间存在最优区域。     

上扬子区灯影组白云岩葡萄体特征及成因初探--以南江杨坝地区灯影组一段为例

上扬子地区晚震旦世灯影组及其相应地层白云岩中广泛发育一种外形奇特的具有圈层结构的肾球状体、椭球体、葡萄体及不规则状的球体(以下统称为葡萄体),宏观上呈钙华状成片产出,沿层面或裂隙分布,大量学者认为其为受大气淡水影响形成的。在详细野外观察描述的基础上,应用偏光显微镜、阴极发光和扫描电镜等分析测试手段,对四川南江杨坝地区灯影组一段白云岩中的葡萄体进行了研究,结果表明:葡萄体为具核心和明暗相间皮壳层的半球体,矿物组分以白云石为主,局部含少量自生石英,为围岩固结成岩后的产物;核心及暗色皮壳层中发育藻黏结集合体,并见大量不规则的微生物丝状体,且矿物组分中含有较高的碳元素,发较亮的红色阴极光,结合海底硬底的存在,说明其为海水环境中的生物-化学沉积物;葡萄体的外层主要为亮色皮壳层,呈等厚亮晶纤状胶结物,多发暗红色阴极光,并造成葡萄体间呈多面体交汇,说明后期葡萄体的形成以胶结作用为主,为海水潜流带的产物;葡萄体的大小和形态与基底上不规则凸起的形态及生长空间特征密切相关,固定的生长质点和规则的结构指示葡萄体形成于稳定的水体中;葡萄状白云岩的原始组构应为文石或高镁方解石,扫描电镜下呈晶粒结构,为白云石化作用的产物;葡萄集合体的组分、阴极发光性与其围岩相似,按照其产状和形态特征,把这种具有固定生长质点且具等厚皮壳层的半球体称作葡萄状构造,应为生物-化学成因的沉积-成岩构造,形成于稳定的海水中。     

包裹碎石桩加固的砂土液化机理试验研究

通过分别开展包裹碎石桩加固、碎石桩加固以及未加固的饱和砂土液化振动台试验,对比分析不同加固类型下的抗液化性能,重点剖析包裹碎石桩加固的砂土液化机理。试验表明:振动加载过程中,包裹碎石桩始终保持桩体的完整性与良好的排水性能且其加固模型地基的总沉降量相较于未加固模型地基减少了50%,相较于碎石桩加固模型地基减少了31.8%。包裹碎石桩加固模型排出水量较未加固模型地基提高了33.3%,较碎石桩加固模型地基提高了16.6%;包裹碎石桩加固模型地基的超静孔压值下降显著且地基下层砂土出现未液化的现象;并进一步发现包裹碎石桩的排水加固作用沿土层竖向深度呈递增趋势。因此,可以发现包裹碎石桩加固砂土液化的抗震性能优于碎石桩。     

地震减灾工程下格宾石笼拦挡坝支护技术研究

鉴于格宾石笼护岸、护坡等优质特性,对其应用至地震减灾工程进行研究。经分析可知,格宾石笼主要利用双绞合六边形金属网片组合为箱笼,再装填石料堆筑构成防护整体;格宾石笼具有高强度耐久性、透水性、整体性与柔韧性和施工过程简单便利等特征。依据格宾石笼构造与特性分析,分别将地震减灾工程下格宾石笼拦挡坝施工划分为格宾石笼护基与格宾石笼护坡两部分进行研究。利用测量放线、挖掘基础、规整地基、铺垫反滤层、格宾放置与连接、支顶加固、石料装填封盖等步骤实现格宾石笼护基施工。通过削坡、铺设土工布、砂砾垫层、安装网箱、装填石料和封盖等步骤实现格宾石笼护坡施工。分别在冲击力、位移和能量三方面验证格宾石笼拦挡坝支护技术,实验结果表明,冲击力和坝体自身材料性质有关联,格宾拦挡坝材料属于柔性材料,冲击力由此减小,耗费冲击力能量效果十分明显;坝体可以利用整个结构全部能量承担很大负载;格宾石笼拦挡坝体耗能效果显然优于浆砌石坝。     

Introduction to dynamics of stone arches

The dynamic analysis of stone arches, made up of rigid voussoir laid dray, can be performed in two phases. First of all the value of the horizontal acceleration necessary to turn the structure into a mechanism and the corresponding mechanism must be determined. Then the dynamic behaviour of such a mechanism under a given acceleration time history can be studied. The first step is a static matter. The second one requires the solution of the non-linear equation of motion of the one-degree-of-freedom system in which the arch is turned. In this paper an iteration procedure is proposed to find out the mechanism. Then the structural behaviour of the mechanism is analysed. Both free and forced vibrations are investigated and the study is limited to the first-half cycle of vibration. Damping is not considered and sliding between the blocks at the hinge sections is not allowed. © 1998 John Wiley & Sons, Ltd.