饱和软土中钻孔灌注桩竖向承载力时效分析   总被引：16，自引：3，他引：13  

陈兰云  陈云敏  张卫民 《岩土力学》2006,27(3):471-474

针对目前饱和软土中钻孔灌注桩竖向承载力时间效应研究不多的情况,结合现场试验对饱和软土钻孔灌注桩承载力时间效应机理进行了分析。结果表明：随着时间增长,桩周被扰动土的结构强度逐渐恢复,摩阻力逐渐增加,钻孔灌注桩竖向承载力呈现一定的时效性,但不宜扩大桩竖向承载力的时效作用,时间效应可对桩竖向极限承载力产生10 %以上的影响。  相似文献   

冻土中单桩抗压承载力模型试验研究   总被引：15，自引：4，他引：11  

汪仁和  王伟  陈永锋 《冰川冻土》2005,27(2):188-193

以新疆地区某高压输电线建设项目为背景, 在室内进行了人工冻结条件下桩的静载荷模型试验. 试验研究在不同冻结温度下冻土中单桩竖向荷载下的承载力特性及其力学现状, 分析了包括桩的轴力、桩土冻结强度及其分布规律, 以及桩端阻力特性和桩头竖向位移与荷载的关系曲线等. 研究获得了桩的冻结力、单桩竖向承载力与温度的关系等, 可为未来西部冻土地区桩基的设计与施工提供参考依据.  相似文献   

真空预压淤泥搅拌墙气密性试验分析与应用技术   总被引：3，自引：2，他引：1  

胡利文  王永平 《岩土力学》2005,26(3):427-431

通过淤泥搅拌桩墙的抗渗试验、工艺试验和现场试验,从土-水特性关系分析了真空预压期淤泥搅拌桩墙的抗渗时效性、抗渗能力及墙体的抗渗厚度,得出了淤泥搅拌墙在大面积真空预压工程中的共用密封墙桩帽技术及长短桩墙相结合等应用技术,可有效地解决共用密封墙的沉陷开裂和周边密封墙气密性的持久有效性问题。通过对广州南沙港区陆域吹填地基84×104 m2真空预压软基处理工程的应用,从预压期孔隙水压力、水位及真空度分布与变化情况,分析了密封墙气密性及真空预压的加固效果,分析表明：真空预压处理软土地基时,采用优化不透水淤泥搅拌墙方案进行密封处理是可行的。在85 kPa膜下真空度的情况下,1 m厚渗透系数小于10-6 cm/s的淤泥搅拌墙满足气密性的持久性要求。  相似文献   

试桩测试方法对桩基承载特性的影响研究   总被引：6，自引：0，他引：6  

张晓炜 《岩土力学》2005,26(11):1819-1822

吉利黄河公路特大桥施工了2根相同直径的试桩,分别采用锚桩法和自平衡试桩法进行静载荷测试。根据S2（自平衡试桩法,50 m）上段桩与S1（锚桩法,32 m）桩的平均摩阻力进行的对比,二者表现出相似的变化规律,均可采用双曲线模型很好的拟合,取趋于稳定的同一位移(12 mm)进行比较,在中密卵石层中平均负摩阻力约为平均正摩阻力的0.84倍。桩S1,S2的Q-S曲线均呈缓变型,在曲线前半段,两条曲线非常接近。在后半段,随着荷载增大,S1桩的下降速率明显大于S2桩,若取同一位移30 mm进行对比,S2的承载力为59.5×103 kN,S1的承载力为48×103 kN。S1的端阻力占总荷载的比例为22.46 %,为摩擦端承桩。S2端阻力占总荷载的比例只有3.59 %,桩顶沉降基本由桩身压缩引起,为摩擦桩。  相似文献   

基于统一强度理论的地基极限承载力公式   总被引：11，自引：0，他引：11  

范文  白晓宇  俞茂宏 《岩土力学》2005,26(10):1617-1622

现有的地基临塑荷载及极限承载力公式均以Mohr-Coulomb强度理论为基础建立的,没有考虑中间主应力的效应,其计算结果一般偏小,没有充分发挥土体强度潜能。基于统一强度理论考虑中间主应力的影响,以Terzaghi公式的假设与原理为基础,导出地基极限承载力公式的一般形式,太沙基地基极限承载力公式是其特例。由于考虑中间主应力的影响,计算的地基承载力比太沙基地基极限承载力要大,可发挥土体的强度潜能,得到一系列的解答。  相似文献   

非线性破坏准则与岩土材料地基承载力研究   总被引：5，自引：0，他引：5  

杨小礼  郭乃正  李亮 《岩土力学》2005,26(8):1177-1183

根据线性Mohr-Coulomb破坏准则,前人运用极限平衡法、滑移线理论或极限分析等方法求解地基承载力问题,但实际上岩土在剪切破坏过程中破坏准则具有非线性。因此,为了研究非线性破坏准则对地基承载力的影响,基于上限定理,通过“切线法”引进变量,根据能量耗散情况,将承载力问题转变为非线性规划问题,运用“序列二次规划算法”求出地基承载力的最优解。数值计算结果表明,当非线性破坏准则转变为线性破坏准则时,非线性参数对地基承载力有重要影响。  相似文献   

单桩极限承载力时间效应估算方法比较     

王伟  卢廷浩  宰金珉 《岩土力学》2005,26(Z1):244-247

沉入饱和软土中的预制制桩的极限承载力随间歇期的增长而增大,这一现象虽已被工程界广泛认可,但至今仍然没有得到很好地解决。有效地确定单桩承载力随时间变化的规律对桩基础设计非常重要。人们提出了多种估算预制桩随时间变化的桩承载力的方法,但由于不同方法有各自的适用性和局限性,算出的结果有时差别很大,在使用时很难准确把握。首先分析了用于估算饱和软土中预制桩承载力随时间变化的几种方法：对数函数法、双曲函数法、人工神经网络法和基于超孔隙水压力消散的理论解析公式法。再以简洁性、理论性、适用性等为准则,结合工程实例,对以上几种方法进行比较,指出各自优缺点,推荐基于超孔隙水压力消散的简化解析方法来估算软土中预制桩承载力随时间变化的规律。  相似文献   

中国土壤有效含水量分布   总被引：7，自引：0，他引：7  

周文佐  刘高焕  潘剑君  FENG Xianfeng 《地理学报(英文版)》2005,15(1):3-12

1IntroductionAvailable soil water capacity (ASWC) is the volume of soil water that should be available to plants. It is commonly estimated as the amount of water held between field capacity (FC) and permanent wilting point (PWP) with corrections for salin…  相似文献   

A simple expression for the bulk field capacity of a sloping soil horizon     

E. D. Soulis  J. R. Craig  V. Fortin  G. Liu 《水文研究》2011,25(1):112-116

Field capacity is a commonly used soil parameter in surface water hydrological models, loosely defined as the moisture content of a soil after drainage. The most commonly applied expression for field capacity is defined as the remaining water in a vertical soil column subject to 1/3 atm. of pressure head. While this quantification is sufficient in some cases, the definition is not consistent with the use of bulk field capacity in calculations of lateral drainage from hillslopes, as required by some surface soil parameterizations, nor does it address additional complications arising from differences in soil texture or sample size. Here, a simple alternative expression for bulk field capacity in a sloping or vertical soil is derived directly from Richards equation with the use of the Brooks‐Corey characteristics. It is demonstrated that this expression is consistent with data acquired from vertical soil columns, but may be extended to additional situations commonly found in surface water models and land surface schemes. The calculation of bulk field capacity requires only the Brooks‐Corey pore size distribution index, soil air‐entry pressure, and hillslope length and slope, and may be considered a physically based alternative to pedotransfer function or lookup table approaches. Copyright © 2010 John Wiley & Sons Ltd and Crown in the right of Canada.  相似文献   

Learning effects of interactive decision-making processes for climate change adaptation     

《Global Environmental Change》2014

Learning is gaining attention in relation to governance processes for contemporary environmental challenges; however, scholarship at the nexus of learning and environmental governance lacks clarity and understanding about how to define and measure learning, and the linkages between learning, social interactions, and environment. In response, this study aimed to advance and operationalize a typology of learning in an environmental governance context, and examined if a participatory decision-making process (adaptive co-management) for climate change adaptation fostered learning. Three types of learning were identified: cognitive learning, related to the acquisition of new or the structuring of existing knowledge; normative learning, which concerns a shift in viewpoints, values or paradigms, and relational learning, referring to an improved understanding of others’ mindsets, enhanced trust and ability to cooperate. A robust mixed methods approach with a focus on quantitative measures including concept map analysis, social network analysis, and self-reflective questions, was designed to gauge indicators for each learning type. A participatory decision-making process for climate change adaptation was initiated with stakeholders in the Niagara region, Canada. A pseudo-control group was used to minimize external contextual influences on results. Clear empirical evidence of cognitive and relational learning was gained; however, the results from normative learning measures were inconclusive. The learning typology and measurement method operationalized in this research advances previous treatments of learning in relation to participatory decision-making processes, and supports adaptive co-management as a governance strategy that fosters learning and adaptive capacity.  相似文献