护桩在强风化软岩CFG桩复合地基中的应用

通过对CFG桩复合地基性能分析发现,CFG桩-筏复合地基在边桩外侧约一倍桩距的区域形成了一条塑性变形带,是导致复合地基的整体失稳的主要原因。在塑性变形带增加一排护桩,并对加桩前后复合地基的应力变化、地基沉降等特征进行对比分析,发现加桩后地基性能得到明显改变,在相同条件下,地基沉降量明显减少,地基稳定性明显提高。     

非均质地基中平面应变隧道开挖面稳定上限分析

非均质是软黏土地基中比较普遍的现象,而目前隧道开挖面稳定研究中比较成熟的理论主要是针对均质土体。因此,从塑性极限分析上限法的基本原理出发,采用平面应变隧道刚体平动破坏模式(多块体上限法),考虑软黏土地基的非均质性,推导了平面应变隧道极限支护压力关于隧道埋深、土体重度及土体强度的上限公式。通过与其他方法的比较分析,证明了极限分析方法在隧道开挖面稳定性方面的可行性;利用该方法的计算结果详细探讨了隧道开挖面稳定的影响因素;而且由计算结果可知,地基土的非均质性在影响隧道开挖面极限支护压力的同时,也影响着隧道开挖破坏面的位置和形状,为工程实践提供重要的理论依据。     

Gamma-Hadron Separation using Čerenkov Photon Density Fluctuations

In the atmospheric Čerenkov technique γ-rays are detected against the abundant background produced by hadronic showers. In order to improve the signal to noise ratio of theexperiment, it is necessary to reject a significant fraction of hadronic showers. Traditional background rejection methods based on image shape parameters have been extensively used for the data from imaging telescopes. However, non-imaging Čerenkov telescopes have to develop very different means of statistically identifying and removing cosmic ray events. Some of the parameters, which could be potentially important for non-imaging arrays, are the temporal and spectral differences, the lateral distributions and density fluctuations of Čerenkov photons generated by γ-ray and hadron primaries. Here we study the differences in fluctuations of Čerenkov photon density in the light pool at the observation level from showers initiated by photons and those initiated by protons or heavier nuclei. The database of simulated events for the PACT array has been used to evaluate the efficiency of the new technique. Various types of density fluctuations like the short range and medium range fluctuations as well as flatness parameter are studied. The estimated quality factors reflect the efficiencies with which the hadrons can be rejected from the data. Since some of these parameters are independent, the cuts may be applied in tandem and we demonstrate that the proton rejection efficiency of ∼90% can be achieved. Use of density fluctuations is particularly suited for wavefront sampling observations and it seems to be a good technique to improve the signal to noise ratio. This revised version was published online in July 2006 with corrections to the Cover Date.     

磁铁矿采空区处理施工工艺与技术方法探讨

文章系统地介绍了采用地质钻机成孔,高压注浆机进行充填注浆的施工方法。为了将水泥砂浆及水泥粉煤灰浆填入采空区,采用能施加高压的输送泵及高压注浆设备、铸铁注浆管、水泥封孔的注浆工艺处理采空区铁路路基。在信息化施工过程中,通过试验不断地调整设计方法、改进施工工艺,在处理巨型磁铁矿采空区工程实践中达到了预期的目标。施工中,在控制充填边界、封孔方法及施工工艺等方面有一定的创新。提出的采空区施工技术控制、质量检测与评价方法,对同类工程勘察、设计及施工具有一定的参考价值。     

Reliability bearing capacity analysis of footings on cohesive soil slopes using RFEM

Reliability analysis of bearing capacity of a strip footing at the crest of a simple slope with cohesive soil was carried out using the random finite element method (RFEM). Analyses showed that the coefficient of variation and the spatial correlation length of soil cohesion can have a large influence on footing bearing capacity, particularly for slopes with large height to footing width ratios. The paper demonstrates cases where a footing satisfies a deterministic design factor of safety of 3 but the probability of design failure is unacceptably high. Isotropic and anisotropic spatial variability of the soil strength was also considered.     

太湖春季浮游植物群落对不同形态氮的吸收

为研究太湖春季浮游植物群落氮吸收特征及其与浮游植物群落结构和环境因子的关系,于2010年5月中旬采集太湖6个点位水样,利用15N稳定同位素示踪技术,测定太湖浮游植物群落对硝态氮,铵态氮和尿素的吸收,结果表明:太湖浮游植物群落对铵态氮的吸收速率均值最高,占几种氮总吸收量p(DN)的62.8%,各点位值在0.181 -1....     

松散堆积体工程边坡变形机理分析及支护对策研究

合理选择开挖坡比、正确认识变形破坏机理是影响松散堆积体边坡稳定性和施工安全的前提, 本文研究了西南地区某松散堆积体工程边坡的结构特征, 根据地形条件确定了合理的开挖坡比, 采用二维有限元研究了开挖边坡的变形机理并根据模拟结果确定潜在滑动面, 在此基础上, 提出支护对策。研究结果表明, 边坡由厚度达70m 的坡洪积、泥石流块碎石堆积体组成, 斜坡下部缓中部稍陡, 开挖平台位于缓坡部位, 根据地形条件结合坡体结构特征确定边坡开挖坡比为1: 0. 75; 数值模拟结果表明, 边坡变形开挖面附近及坡顶拉应力和坡体下部最大剪应力控制, 坡顶部位将首先产生拉张裂隙, 开挖边坡内部产生从坡脚部位向上发展的剪切变形, 滑面一旦与坡顶拉裂缝贯通, 边坡将产生整体失稳; 边坡采用锚拉桩、锚索框架、锚杆框架、排水相结合的综合治理措施进行支护。     

国产磁通门磁力仪稳定性分析

国产磁通门磁力仪(GM-3磁通门磁力仪)在全国各地磁台站推广应用,两年来,该仪器在武汉地震台工作比较稳定。本文对该仪器的基线值进行了多层线性回归分析。结果表明仪器性能比较稳定。     

某岩溶区公路岩土滑坡形成机理与治理

灰岩区复杂的岩体和土体条件引发频繁的滑坡,严重影响了岩溶区高速公路的建设和运营。以某高速工程典型的岩土双区滑坡为例,进行岩溶区滑坡机理研究,结果表明,岩土体及地形是内因,路堑开挖是外因,强降雨是诱因,滑坡机制概括为开挖应力释放—降雨推移（Ⅰ区土体）—牵引（Ⅱ区岩体）。通过极限平衡法的滑坡稳定性分析,卸载后滑坡达到了基本稳定,但是在降雨工况下,滑坡依然处于不稳定状态。针对这种滑坡特殊成因,采用以抗滑桩为主的综合分区治理滑坡方案,处治效果良好,具有降低造价,加快施工进度等优势。