共查询到18条相似文献，搜索用时 187 毫秒
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红土是一种特殊土,其成分和结构决定了红土本身具有不同于一般粘性土的工程地质性质。红土中游离氧化铁的存在使土颗粒之间产生胶结,是土具有“假粉性”和“假砂性”特征的主要原因。研究发现,游离氧化铁含量和形态的改变,将直接影响红土颗粒的粒度分布。通过对不同pH值红土试样的颗粒成分进行测试,借助分形理论得到不同pH值红土粒度成分分维值。计算发现,不管是否在测试过程中采用分散剂,土粒度分维曲线上都存在两个无标度区。pH值的改变引起了土粒度分维的变化,随pH值的增大,土粒度分维值也变大,反应出土的细颗粒含量增加,土颗粒所形成的集合体越分散。土pH值的大小与粒度成分分维、游离氧化铁含量之间的内在联系,揭示出了红土中游离氧化铁对土颗粒胶结的本质。 相似文献
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通过试验, 本文就游离氧化铁在粘性土尤其是红土中富积含量的变化对土体工程地质性质产生的影响及其规律性做了初步研究。 相似文献
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游离氧化铁形态转化对红粘土工程性质的影响 总被引：6，自引：5，他引：6
本文通过模拟环境中的有机质使游离氧化铁形态转化对典型红粘土工程性质的影响试验,系统地测试了游离氧化铁的形态分布与物性指标的关系。试验结果表明,在渍水条件下,游离氧化铁的形态转化对红粘土性质的影响不显著,但在渗水条件下,由于游离氧化铁的流失使得胶结作用减弱,它对红粘土工程性质的影响逐渐明显,其潜在的危害仍然是不容忽视的。 相似文献
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游离氧化铁对红色粘土工程性质的影响 总被引：4，自引：1，他引：3
我国南方有许多含有大量游离氧化铁的红色粘土(砖红壤),它们是在湿、热成土条件下形成的,具有由成份和结构引起的特殊工程性质。它们往往含水量高,孔隙比大,但力学强度仍然较高,即存在所谓物理指标和力学参数似乎相互矛盾的现象。本文着重讨论游离氧化铁对砖红壤的工程性质(如强度、膨胀特性等)的影响。研究结果表明,土中的游离氧化铁的形成、淋失和结晶程度的不同,土的工程性质也各异;土的物理力学性质会随周围环境的物理化学因素变化而变化。 相似文献
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分析了淮北新矿区新生界底部松散层沉积物沉积特征及水理性质,尤其是四含的岩性组合结构。在对各级粒径之间的相互掺杂进行统计的同时,对岩层的厚度,物理性质,水理性质,矿物形态及含量进行进一步的研究。得出结论：淮北煤田新矿区松散沉积物第四含水层是以下部合粘性土砂砾层和上部夹砂层的粘性土段组成。分布较稳定,但厚度和岩性有较大变化,主要受古地形和古地理位置的控制。各种粒级的沉积物相互掺杂,颗粒分布不均一,砂性土的有效粒径与其本身定名粒级相比低2～3个粒级,其透水性与比其低2个粒级沉积物相当。四含不仅具有隔水性,而且有较强的持水性。 相似文献
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温度对粘性土介质力学特性的影响 总被引：12，自引：1，他引：11
分析了温度效应对粘性土介质若干基本力学特性的影响。对粘性土的热固结问题、温度对粘性土介质渗透特性的影响、粘性土中的热传导规律及热阻抗特性、土-水体系在温度效应下的作用机理、温度作用下粘性土的本构规律等进行了深入研究。特别就温度诱致的孔隙水压力的变化机理及不同性质土类粘性土体积变化的可逆性问题进行了探讨。 相似文献
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湛江市地处海滨地带,滨海沉积的粘性土较发育。粘性土是该地区工程建设地基的主要基础持力层。对粘性土物理指标变化与压缩模量的相关性探讨,找出土的物理性质与土的力学强度的关系,从各种关系中总结出各因数的相关性,对工程建设持力层的选择有着重要的实际应用意义。 相似文献
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雷州半岛玄武岩残积土属于区域性特殊土,具有高液限、大孔隙比的较差的物理特性和高强度的较优的力学特性的异常组合,同时具有强收缩性、遇水湿化、易崩解的特殊性质。为探寻玄武岩残积土特殊的工程地质特性的机理,对其矿物成分、化学成分、结构形态、孔隙分布进行研究。结果表明,雷州半岛玄武岩残积土发育过程经历明显的富铝化、铁富集和盐淋失过程,黏土矿物以高岭石、三水铝石和伊利石为主,富含游离氧化铁、铝成分; 微观结构类型为凝块结构和絮凝结构,游离氧化铁作为胶结物质以包膜形式包裹颗粒形成团聚体,增强了土的结构强度; 孔隙以溶蚀孔隙以及团粒和絮凝体内微孔为主,微孔具有较大的比表面积和吸附能,吸水会产生较大的表面张力,引发软化、崩解现象。由于雷州半岛玄武岩残积土具有对水敏感,抗水性差特点,施工中应重点关注降雨引发的工程灾害。 相似文献
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Swelling behavior of expansive soil has always created problems in the field of geotechnical engineering. Generally, the method used to assess the swelling potential of expansive soil from its plasticity index, shrinkage limit and colloidal content. Alternative way to evaluate swelling behavior is from its expansive index (EI) and swelling pressure value. The present study investigates the reduction of EI and swelling pressure for kaolinite and bentonite clay when mixed with various percentages of Ottawa sand and Class C fly ash. The percentages of Ottawa sand and Class C fly ash used were 0–50 % by weight. The results show that there is a significant reduction in the swelling properties of expansive soil with the addition of Ottawa sand and Class C fly ash. The reduction in EI ranged approximately from 10 to 50 and 4 to 49 % for kaolinite and bentonite clay, respectively. Also the maximum swelling pressure of kaolinite and bentonite clay decreased approximately 93 and 64 %, respectively with the addition of various percentages of Ottawa sand and Class C fly ash. Standard index properties test viz., liquid limit, plastic limit and linear shrinkage test were conducted to see the characteristics of expansive soil when mixed with less expansive sand and fly ash. Also, for these expansive soils one dimensional consolidation test have been conducted with sand and fly ash mixtures and the results were compared with pure kaolinite and bentonite clay. 相似文献
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Luo Hongxi 《岩土力学》1987,8(2):29-36
In southern China, there are a great amount of red clay(laterite) which contains some free ferric oxide. Owing to its composition and microstructure developed under hot, wet soil-forming conditions, the clay has several special characteristics. Although the water content and void ratio of laterite are greater than similar clay soils, its strength is still higher than the others. There seems to be a contradiction between its physical parameters and mechanical properties. In this paper, the effect of free ferric oxide in laterite on its engineering properties, such as strength, swelling properties and others is discussed. The research result shows that special properties of laterite are the result of various conditions of formation, loss and crystallization degree of free ferric oxide, and its physical and mechanical properties will change with variation of physicochemical circumstance. 相似文献
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John G. McPherson 《Sedimentary Geology》1980,27(2):119-142
The Aztec Siltstone (Late Devonian) formed in a meandering fluviatile environment and is a variegated redbed sequence consisting of red or drab overbank mudstones and drab channel sandstones, commonly arranged in fining-upwards cycles. The pigmentation in the red mudstones is caused by euhedral cryptocrystalline haematite which is dispersed throughout the matrix, masking the green colour of the underlying illitic and chloritic clays. Textural, mineralogical and chemical analyses suggest that the pigment formed in situ by dehydration and crystallization of a detrital, amorphous or poorly crystalline, yellow-brown ferric oxide precursor. The hydrated precursor apparently was derived from the weathering of iron silicates in a source area regolith, and transported in suspension with the Aztec alluvium, commonly by attachment onto surfaces of clay platelets. The association of the precursor with the clays is a contributing reason for the absence of red sandstones in the formation.Dehydration and crystallization of the yellow-brown ferric oxide to form the red haematite pigment occurred prior to deep burial of the host sediment. At least part of it occurred before burial, in an oxidising environment in well-drained and well-aerated overbank soils which were exposed for prolonged periods of time (4,000–10,000 years) under a hot and at least seasonally arid climate. Crystallization of the red pigment may have been completed during early diagenesis.Reducing conditions, induced by the presence of organic debris in the sediment and a relatively high water table, affected much of the deposit by removing the “free” hydrated ferric oxide, either partially or completely, from the in-channel sands, the low-lying and poorly drained overbank sediments, and the lacustrine sediments. This reduction was both a syndepositional and an early post-depositional process.Iron analyses indicate that, on average, the red mudstones are enriched in total iron (Fe) and Fe3+ by 2%, all of which is attributable to the inherited “free” ferric oxide. There is no other significant difference in whole-rock mineralogy or major-element chemistry between the red and non-red mudstones. 相似文献
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以灌注桩桩土相互作用的原位试验为基础．结合东营地区具体土层结构、性质特点．采用有限单元法对软土地区的砼灌注桩桩土相互作用进行仿真模拟．研究桩土相互作用、荷载的传递规律、桩土相对位移与桩侧摩阻力的关系．通过桩载试验资料对比．得出三维有限元法的模拟结果与实测值相近。在此基础上．根据侧摩阻力最大值发挥不同步这一特点和桩土相互作用的实质及荷载传递规律．提出一种新的单桩圾限承载力计算公式。 相似文献
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聚丙烯纤维和水泥对粘性土强度的影响及机理研究 总被引：5，自引：0，他引：5
选取聚丙烯纤维和水泥作为加固材料,在室内试验的基础上,研究了单独的纤维和水泥对粘性土强度的影响及其的综合作用,分析了它们的作用机理。试验中,3种不同百分比(0.05%,0.15%和0.25%素土重)的纤维和两种不同百分比的(5%和8%素土重)水泥分别掺入到粘土试样中,配制了12组试样,进行了无侧限抗压试验。试验结果表明,纤维和水泥均能够提高土体的强度,纤维的加入改善了水泥土样的脆性破坏模式;纤维水泥土样的强度远远高于相同掺量下的纯纤维土和纯水泥的强度,甚至高于它们的强度之和。运用扫描电镜(SEM)从微观层次上分析了纤维和水泥加固粘性土的力学机理,发现纤维表面与土介质之间的粘结力和摩擦力对加固效果有直接影响。 相似文献
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采用 “整区→微区→胶结点”的逐步分区测试方法,对湛江原状黏土与重塑土开展SEM-EDS试验研究,观察土体微观结构的胶质联结特征,确定胶结物质的元素组分及其空间分布状态,建立微观结构-化学物质-宏观力学行为的相互关系与灵敏性分析。结果表明,土的基本性质很大程度上取决于微观层面的颗粒联结特征。湛江黏土的结构单元实际上是以许多黏土矿物薄片堆叠而成的黏土畴,开放式的絮凝结构加上以游离氧化铁为主要成分的胶质联结特征是导致湛江黏土具有高灵敏性、强结构性的根本原因。当应力水平超过土体的结构屈服应力后,力学性能迅速劣化,结构单元体逐步转为联结强度弱,分散性强的凝聚体或叠聚体。研究还表明,土的颗粒联结强度、结构形态特征及其对结构强度的贡献是导致原状土与重塑土性质差异的本质,天然状态下的湛江黏土土性受控于微观结构特征,而重塑土土性受控于黏土矿物颗粒本性。 相似文献
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离子土壤固化剂改性膨胀土的试验研究 总被引：3，自引：0，他引：3
利用离子土壤固化剂（ionic soil stabilizer,简称ISS）对河南安阳地区膨胀土进行化学改性试验研究,通过不同配比的自由膨胀率试验结果,结合施工成本,得出ISS溶液改良膨胀土的最优配合比为1:350。对ISS溶液最优配合比改性后土体进行收缩试验、膨胀性试验、固结快剪、高压固结及水浸泡试验。试验结果表明,改性土线缩率减小,膨胀性指标降低,抗剪强度增大,土体由亲水性变成憎水性,且能达到较好的水稳定性,即膨胀土经化学改性为非膨胀土。ISS改性膨胀土的机制可解释为,通过ISS溶液与土粒离子进行强烈的交换作用,打开土粒与水分子之间的“电化键”,降低土颗粒表面吸附水膜厚度,包裹在黏粒颗粒表面的疏水基团覆盖膜使土对水的敏感性减弱,从根本上减少了土体吸水性和膨胀性。 相似文献