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考虑地基土性质的箱型结构受力计算方法
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作者 潘会滨 《北方交通》 2022年第11期19-22,28,共5页
以一箱型结构为例,利用Midas软件建立考虑地基土性质的有限元模型,通过有限元分析计算,分析了不同地基土性质对箱型结构各部位受力的影响,并与传统的箱型结构计算方法进行对比,对结构不同部位的构造和配筋方式提出建议。计算结果表明:... 以一箱型结构为例,利用Midas软件建立考虑地基土性质的有限元模型,通过有限元分析计算,分析了不同地基土性质对箱型结构各部位受力的影响,并与传统的箱型结构计算方法进行对比,对结构不同部位的构造和配筋方式提出建议。计算结果表明:地基土的性质直接影响着箱形结构的受力对底板及侧墙下部结构的受力影响较大。传统箱型结构标准图的配筋没有考虑基础形式,适用于较软弱的土层。当地基土性质较好时,对于底板及侧墙下部结构,建议通过详细的计算得出更精确的内力值,以减小底板配筋和侧墙底部的配筋,体现精细化设计,降低工程造价。 展开更多
关键词 箱形结构 结构内力 受力 地基土性质 有限元分析
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内蒙古地区公路改扩建工程地基土性状变化分析 被引量:1
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作者 陈静 梁鸿 +2 位作者 陈淑萍 许铁进 丁玉新 《内蒙古农业大学学报(自然科学版)》 CAS 北大核心 2011年第2期216-219,共4页
本文结合110国道内蒙古段改扩建工程实际,针对不同地基土质选取部分典型断面,对旧路路基下地基以及加宽路基下地基进行了地质勘探并进行土工试验,将得出的数据与旧路筑路时的地基土勘查及土工试验结果进行了对比,得出了110国道扩建工程... 本文结合110国道内蒙古段改扩建工程实际,针对不同地基土质选取部分典型断面,对旧路路基下地基以及加宽路基下地基进行了地质勘探并进行土工试验,将得出的数据与旧路筑路时的地基土勘查及土工试验结果进行了对比,得出了110国道扩建工程中新旧路基下地基土的物理力学性质变化趋势,为分析评价类似地基道路加宽后路基变形和稳定的影响以及路基加宽设计提供一定依据。 展开更多
关键词 公路加宽 地基土性质 差异沉降
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长期荷载压实地基土物理力学性质变化特征探讨
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作者 靳文博 吕军利 《河南建材》 2010年第4期37-38,41,共3页
通过对已建某氧化铝厂种子分解槽纠偏岩土工程勘察和现场12个钻孔的原位测试、取样分析,再与距补充勘察场地100m外天然状态下原状地基土的勘察资料相对比,取得了长期荷载压实地基土承载力变化特征的一些认识,并对此问题进行分析和探讨。
关键词 长期荷载 地基物理力学性质 地基承载力特征值
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Sorption of Water-Extractable Organic Carbon in Various Clay Subsoils: Effects of Soil Properties 被引量:5
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作者 Trung Ta NGUYEN Petra MARSCHNER 《Pedosphere》 SCIE CAS CSCD 2016年第1期55-61,共7页
Clay-rich subsoils are added to sandy soils to improve crop yield and increase organic carbon (C) sequestration; however, little is known about the influence of clay subsoil properties on organic C sorption and deso... Clay-rich subsoils are added to sandy soils to improve crop yield and increase organic carbon (C) sequestration; however, little is known about the influence of clay subsoil properties on organic C sorption and desorption. Batch sorption experiments were conducted with nine clay subsoils with a range of properties. The clay subsoils were shaken for 16 h at 4 ℃with water-extractable organic C (WEOC, 1 224 g C L-1) from mature wheat residue at a soil to extract ratio of 1:10. After removal of the supernatant, the residual pellet was shaken with deionised water to determine organic C desorption. The WEOC sorption was positively correlated with smectite and illite contents, cation exchange capacity (CEC) and total organic C, but negatively correlated with kaolinite content. Desorption of WEOC expressed as a percentage of WEOC sorbed was negatively correlated with smectite and illite contents, CEC, total and exchangeable calcium (Ca) concentrations and clay content, but positively correlated with kaolinite content. The relative importance of these properties varied among soil types. The soils with a high WEOC sorption capacity had medium CEC and their dominant clay minerals were smectite and illite. In contrast, kaolinite was the dominant clay mineral in the soils with a low WEOC sorption capacity and low-to-medium CEC. However, most soils had properties which could increase WEOC sorption as well as those that could decrease WEOC sorption. The relative importance of properties increasing or decreasing WEOC sorption varied with soils. The soils with high desorption had a low total Ca concentration, low-to-medium CEC and low clay content, whereas the soils with low desorption were characterised by medium-to-high CEC and smectite and illite were the dominant clay minerals. We conclude that WEOC sorption and desorption depend not on a single property but rather a combination of several properties of the subsoils in this study. 展开更多
关键词 cation exchange capacity clay mineral illite kaolinite SMECTITE
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