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1.
包裹碎石桩是在碎石桩外包裹一层土工材料制成的一种新型桩体,由于包裹作用,碎石桩的刚度和抗剪强度得到了明显提高。然而,目前有关包裹碎石桩的研究较少,特别是其抗震性能方面。鉴于此,通过开展包裹碎石桩复合地基和碎石桩复合地基振动台模型试验,在考虑不同类型、幅值的地震波作用下,研究两种复合地基的加速度、桩土应力、破坏现象和位移,进而对比分析这两种复合地基的动力响应规律和抗震性能。试验表明:包裹碎石桩桩顶和桩间土水平方向加速度放大系数均约为碎石桩的2倍;相同地震波条件下,包裹碎石桩复合地基的峰值桩-土应力比约为碎石桩复合地基的3倍;与碎石桩复合地基相比,0.9g人工波加载后包裹碎石桩复合地基在较大区域内产生较窄裂缝;包裹碎石桩复合地基产生的总沉降较碎石桩复合地基减小了51%。因此,包裹碎石桩复合地基的抗震性能优于碎石桩复合地基。  相似文献   

2.
考虑桩土滑移和鼓胀影响的碎石桩复合地基沉降分析方法   总被引:1,自引:1,他引:0  
本文在深入研究柔性基础下碎石桩复合地基变形力学机理的基础上,结合单元体桩周土位移模式建立出柔性基础下碎石桩复合地基沉降分析方法。首先,根据柔性基础下碎石桩复合地基桩土界面上存在相对滑移的特点对现有竖向位移模式进行改进,然后,考虑到碎石桩复合地基桩体侧向鼓胀不可忽视的特征,在位移模式分析方法中计入径向位移的影响,并且由此得到桩侧摩阻力的分析方法,最后,通过对该模型的受力分析得到复合地基加固区压缩变形分析方法。该方法不仅能反映桩土间的相互作用以及复合地基桩土滑移的特征,而且能考虑碎石桩体鼓胀变形对复合地基沉降分析的影响。最后通过工程实例分析,表明了本文方法的可行性与合理性。  相似文献   

3.
采用三维有限元程序建立了一长为6 m、直径为0.8 m的加筋碎石桩复合地基流固耦合数值模型,分析了其在堆载和孔压消散过程中的荷载传递和变形特性。较传统碎石桩,加筋碎石桩复合地基桩土应力比显著增大,超孔压、沉降和桩身侧向变形显著减小,且随筋材刚度的增大,其性能进一步改善。加筋碎石桩复合地基在桩间土固结过程中产生明显的桩土差异沉降,形成土拱效应,使得堆载结束后桩土应力比变化很小。筋材长度对加筋碎石桩复合地基桩土应力比和沉降影响显著,应对其全长加筋才能保证桩体刚度和有效减少沉降。  相似文献   

4.
许崇华 《江苏地质》2013,37(4):668-674
依托某储油罐的碎石桩复合地基处理实例,进行了复合地基现场变形、荷载传递及固结速率的长期监测。参照工程实际建立了碎石桩复合地基三维有限元水土耦合分析模型,讨论了碎石桩桩长以及复合地基置换率对碎石桩复合地基工程性状的影响。监测结果和有限元数值分析结果表明:碎石桩复合地基对于沉降和水平位移的控制效果较好,保证了施工过程中地基的稳定性;随着上部荷载的增加,桩土应力比逐渐增大。碎石桩给地基提供了良好的排水通道,有效加快了地基的固结速率;碎石桩复合地基沉降随着桩长和置换率的增加而减小,但达到一定程度时,置换率和桩长对沉降的减少效果有限;复合地基桩土应力比随着桩长的增加而增大,随着置换率的增大而减小;置换率和桩长的增加都能加快碎石桩复合地基的固结速率,但是置换率对固结速率的影响更大一些。  相似文献   

5.
顾长存  刘汉龙  邢恩达  陈永辉  罗戌 《岩土力学》2006,27(10):1719-1722
桩土应力比是反映复合地基工作状态的重要参数,前人做了较多的理论工作,但理论解通常是在桩顶铺设砂垫层情况下推出的。在路堤荷载下浆固碎石桩复合地基一般在桩顶设置盖板,针对浆固碎石桩复合地基的特殊情况,进行了理论模型简化,并且运用极限平衡理论和弹性理论,推导了设置盖板的浆固碎石桩复合地基在路堤荷载下桩土应力比公式,并通过工程实测资料进行了验证,其结果可为浆固碎石桩复合地基的优化设计提供参考。  相似文献   

6.
碎石桩复合地基试验及固结分析   总被引:1,自引:0,他引:1  
碎石桩复合地基在处理软弱地基土中得到相当广泛的应用。为了更好地掌握其规律性,本文针对某电厂碎石桩复合地基现场试验和桩身应力测试成果,进行了分析和总结,得出了饱和粘性土地基中桩土应力比与外荷载大小有关。其形状为上凸抛物线型,大小一般在3~6之间;静载荷试验下桩身应力分布特点与天然地基应力分布近似,影响深度为载荷板宽度的2~3倍。通过用有限元法模拟该复合地基固结性状,得知碎石桩不仅大大加快粘性土复合地基固结,而且减小了工后沉降的影响。   相似文献   

7.
目前确定碎石桩复合地基参数时,工程界常采用碎石与原状土参数按平面面积占比叠加的简化方法进行计算,对其适用条件较少关注。以卢旺达那巴龙格河二号水电站高土石坝深厚覆盖层软弱地基处理项目为背景,基于PLAXIS有限元平台,对不同面积置换率下含碎石芯软黏土复合试样进行三轴固结排水试验数值模拟,经室内三轴试验验证了数值模拟方案的合理性。对软土碎石桩复合地基的桩-土作用机制和土体硬化模型计算参数进行研究,将所获参数应用于坝基的变形分析,并与传统参数叠加法和碎石桩墙法进行对比。结果表明:采用数值复合试样法确定的土石坝软土碎石桩复合地基参数是合理的,在计算复合地基沉降时误差小;传统参数叠加法低估了软土碎石桩复合地基的沉降,仅适用于低应力水平、高面积置换率的情况,并且会高估复合地基的强度参数。采用数值复合试样法参数对坝基变形的二维有限元分析表明,根据坝体高度不同采取不同置换率的碎石桩分区加固地基的优化方案是可行的。  相似文献   

8.
水泥粉体深层喷射搅拌桩复合地基处理及其效果   总被引:2,自引:0,他引:2  
水泥粉体深层喷射搅拌桩与干振碎石桩,干振灰土等一样,也是处理松软地基土的一种有效方法。但与干振碎石桩等其他挤密型复合地基处理方法不同,水泥粉体深层喷射搅拌桩属于摩擦桩型。由于天然地基土对桩体的侧摩擦力和端阻力的共同作用,使复合地基的承载力大幅度提高。然而人们普遍认为,水泥粉体深层喷射搅拌桩法复合地基处理不能解决场地土的液化问题。本文通过工程实例和瑞雷波检测结果,证实了该方法处理的复合地基,除了承协  相似文献   

9.
王士杰  何满潮  朱常志  奚进泉 《岩土力学》2008,29(10):2632-2636
将碎石桩与CFG桩组合桩型复合地基用于沿海软土地基的处理。通过现场实测和三维数值计算,对这种新型复合地基的桩土应力随荷载的变化过程、桩土共同作用机理及桩土荷载分担比的变化过程进行了全面分析,结果表明:组合桩型复合地基可发挥两种不同刚度加固体在复合地基中各自的特点,经济技术效益明显,应用效果良好  相似文献   

10.
碎石桩复合地基承载特性研究   总被引:2,自引:0,他引:2  
经来旺 《岩土工程技术》2000,(2):99-101,108
通过对广州市某快速干线一标段碎石桩复合地基承载特性研究,分析了桩、土应力的变化规律和碎石桩处理软土地基的机理及其特点。  相似文献   

11.
Lithostratigraphy, physicochemical stratigraphy, biostratigraphy, and geochronology of the 77–70 Ma old series bracketing the Campanian–Maastrichtian boundary have been investigated by 70 experts. For the first time, direct relationships between macro- and microfossils have been established, as well as direct and indirect relationships between chemo-physical and biostratigraphical tools. A combination of criteria for selecting the boundary level, duration estimates, uncertainties on durations and on the location of biohorizons have been considered; new chronostratigraphic units are proposed. The geological site at Tercis is accepted by the Commission on Stratigraphy as the international reference for the stratigraphy of the studied interval. To cite this article: G.S. Odin, C. R. Geoscience 334 (2002) 409–414.  相似文献   

12.
Well investigated platforms have been selected in each continent, and the history of Cretaceous transgressions and regressions there is concisely reviewed from the available evidence. The factual records have been summarized into a diagram and the timing of the events correlated between distant as well as adjoining areas.On a global scale, major transgressions were stepwise enlarged in space and time from the Neocomian, via Aptian-Albian, to the Late Cretaceous, and the post-Cretaceous regression was very remarkable. Minor cycles of transgression-regression were not always synchronous between different areas. Some of them were, however, nearly synchronous between the areas facing the same ocean.Tectono-eustasy may have been the main cause of the phenomena of transgression-regression, but certain kinds of other tectonic movements which affected even the so-called stable platforms were also responsible for the phenomena. The combined effects of various causes may have been unusual in the Cretaceous, since it was a period of global tectonic activity. The slowing down of this activity followed by readjustments may have been the cause of the global regression at the end of the Cretaceous.  相似文献   

13.
The Afyon stratovolcano exhibits lamprophyric rocks, emplaced as hydrovolcanic products, aphanitic lava flows and dyke intrusions, during the final stages of volcanic activity. Most of the Afyon volcanics belong to the silica-saturated alkaline suite, as potassic trachyandesites and trachytes, while the products of the latest activity are lamproitic lamprophyres (jumillite, orendite, verite, fitztroyite) and alkaline lamprophyres (campto-sannaite, sannaite, hyalo-monchiquite, analcime–monchiquite). Afyon lamprophyres exhibit LILE and Zr enrichments, related to mantle metasomatism.  相似文献   

14.
正20140751 Guo Xincheng(Geological Party,BGMRED of Xinjiang,Changji 831100,China);Zheng Yuzhuang Determination and Geological Significance of the Mesoarchean Craton in Western Kunlun Mountains,Xinjiang,China(Geological Review,ISSN0371-5736,CN11-1952/P,59(3),2013,p.401-412,8  相似文献   

15.
正20141058 Chen Ling(Key Laboratory of Mathematical Geology of Sichuan Province,Chengdu University of Technology,Chengdu610059,China);Guo Ke Study of Geochemical Ore-Forming Anomaly Identification Based on the Theory of Blind Source Separation(Geosci-  相似文献   

16.
SEISMIC GEOLOGY     
正20141334 Chen Kun(Institute of Geophysics,China Earthquake Administration,Beijing100081,China);Yu Yanxiang Shakemap of Peak Ground Acceleration with Bias Correction for the Lushan,Sichuan Earthquake on April20,2013(Seismology and Geology,ISSN0253-4967,CN11-2192/P,35(3),2013,p.627-633,2 illus.,1 table,9 refs.)Key words:great earthquakes,Sichuan Province  相似文献   

17.
正20141624 Cai Xiongfei(Key Laboratory of Geobiology and Environmental Geology,Ministry of Education,China University of Geosciences,Wuhan 430074,China);Yang Jie A Restudy of the Upper Sinian Zhengmuguan and Tuerkeng Formations in the Helan Mountains(Journal of Stratigraphy,ISSN0253-4959CN32-1187/P,37(3),2013,p.377-386,5 illus.,2 tables,10 refs.)  相似文献   

18.
PALEONTOLOGY     
正20142263Lü Shaojun(Geological Survey of Jiangxi Province,Nanchang 330030,China)Early-Middle Permian Biostratigraphical Characteristics in Qiangduo Area,Tibet(Resources SurveyEnvironment,ISSN1671-4814,CN32-1640/N,34(4),2013,p.221-227,2illus.,2tables,22refs.)Key words:biostratigraphy,Lower Permian,Middle Permian,Tibet  相似文献   

19.
正20142560Hu Hongxia(Regional Geological and Mineral Resources Survey of Jilin Province,Changchun 130022,China);Dai Lixia Application of GIS Map Projection Transformation in Geological Work(Jilin Geology,ISSN1001-2427,CN22-1099/P,32(4),2013,p.160-163,4illus.,2refs.)  相似文献   

20.
GEOCHEMISTRY     
正20140692 Duo Tianhui(No.402 Geological Team,Exploration of Geology and Mineral Resources of Sichuan Authority,Chengdu611730,China);Wang Yongli Computer Simulation of Neptunium Existing Forms in the Groundwater(Computing Techniques for Geophysical and Geochemical Exploration,ISSN1001-1749,CN51-1242/P,35(3),  相似文献   

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