路基荷载下PCC刚性桩复合地基沉降简化计算   总被引：8，自引：3，他引：5  

费康  刘汉龙  高玉峰 《岩土力学》2004,25(8):1244-1248

将路堤荷载作用下的刚性桩复合地基变形,简化为只有竖向变形,水平变形可以忽略,然后,应用土体的平衡、几何、物理方程,建立沉降计算的控制方程。桩土界面的接触条件按位移协调或产生滑移变形两种情况分别建立,采用有限差分法离散求解,可得桩、桩周土各自的沉降变形、桩土界面的摩擦力分布。与有限元分析和现场实测结果的对比表明,该简化方法具有较高的准确性,可以方便地应用到工程实际。  相似文献   

高钙粉煤灰加固促淤地基机理和性状试验研究   总被引：6，自引：0，他引：6  

周红波  李恒  王天龙  孙剑 《岩土力学》2004,25(5):783-788

结合高钙粉煤灰与上海浦东国际机场工期促淤软土拌和后加固土体的室内外试验,指出高钙粉煤灰足加固促淤软土地基的一种新型材料。基于在不同掺灰量、不同游离氧化钙含量和添加不同激发剂情形下拌和灰土的室内物理力学性能试验,探讨了高钙粉煤灰加固促淤软土的固化机理和工程特性,加固后土体在无侧限抗压强度、变形、渗透特性以及抗液化能力等方面均有明显改善,指出灰土强度与掺灰量、土体改性激发剂的品种和数量以及养护龄期有关,高钙灰与土体拌和后自膨胀特性下降为12％,消除了高钙灰的体积不稳定问题。现场进行粉喷桩加固软土地基试验表明,复合软土地基的极限承载力达到240kPa以上,可以替代水泥土搅拌桩,桩间土体强度和变形也得到改善。加固场地地下水质分析表明,高钙灰加固促淤软土地基不会影响地下水质和环境。  相似文献   

丹霞地貌发育几个重要问题的定量测算   总被引：9，自引：1，他引：8  

黄进 《热带地理》2004,24(2):127-130

论述了用河流阶地冲积层相当于古河流平水期水面的样品年龄及该采样点至今日河流平水期水面的相对高度求得地壳上升速度,再由地壳上升速度及丹霞地貌的相对高度求得地貌年龄,由地貌年龄及陡崖谷地上缘的宽度求得岩壁后退速度,由地貌年龄及被蚀去的地貌体积求得侵蚀速度,这是地貌学由定性描述向定量研究的一次尝试.  相似文献   

用换填法及刚性桩复合地基处理桩基质量事故     

周青春  李海波  刘亚群 《岩土力学》2003,24(5):845-848

通过对某一工程桩基质量事故的分析,提出了一种经济合理有效地处理方案。该方案在充分利用原有桩基的同时,用人工级配的砂石料对原设计基底土进行换填,组合成刚性桩复合地基,有效地提高了地基承载力,使建筑物的沉降控制在允许范围内。  相似文献   

柔性基础下复合地基下卧层沉降特性的数值分析   总被引：15，自引：3，他引：12  

杨涛 《岩土力学》2003,24(1):53-56

采用复合本构有限元和传统有限元两种计算模型,通过不同桩土模量比和置换率条件下复合地基、双层地基、人工均质地基下卧层沉降与天然地基相应计算结果的比较,系统地研究了复合地基下卧层的沉降特性,并在此基础上建立了相应的计算方法。  相似文献   

刚-柔性桩复合地基试验研究   总被引：25，自引：5，他引：20  

刘海涛  谢新宇  程功  刘一林 《岩土力学》2005,26(2):303-306

阐述了深厚软土地基中刚-柔性长短桩复合地基的设计思想。针对椒江地区土体的工程特性和拟建建筑物的特点,通过大型现场试验,介绍了其在某国家康居示范工程中的应用,并分析了此类复合地基的主要工程性状,研究了桩土应力比以及荷载分担比的发展规律。试验表明,此类复合地基能使刚性桩、柔性桩以及土体协调变形,合理发挥它们各自的承载能力,为以后的设计和推广应用提供了依据。  相似文献   

组合结构有限元计算存在的问题和处理方法   总被引：3，自引：0，他引：3  

朱合华  缪圆冰  梁伟  韩秋官  陆忠良 《岩土力学》2005,26(9):1437-1442

梁、板、壳等结构单元在有限元计算中使用十分广泛,但由于其几何特点,在组合结构有限元计算中,如果不正确处理,有时会给计算结果带来一定的影响。针对组合结构分析中,应力集中及几何位置简化等导致较大计算误差的情况,以地铁车站结构中常见的板梁组合结构为分析对象,从工程实用角度出发提出了相应的对策和处理方法。采用这些措施,可以在使用现有通用有限元软件进行计算的情况下,获得较符合实际的结果  相似文献   

CFG桩复合地基沉降计算探讨   总被引：8，自引：0，他引：8  

潘星 《岩土力学》2005,26(Z1):248-251

CFG桩（水泥粉煤灰碎石桩）复合地基是新近发展起来的一项地基处理技术,具有承载力提高幅度大,地基沉降小,适用范围广,造价低,施工方便等特点。阐述了CFG桩复合地基加固机理及沉降模式,详细讨论了其沉降计算,包括它的计算厚度、影响因素、压缩模量选取及附加压力计算等。提出按变形控制理论进行变形计算有其优点,但仍有很多工作要做。  相似文献   

Modelling of the retreat process of composite riverbank in the Jingjiang Reach using the improved BSTEM          下载免费PDF全文

Quanli Zong  Junqiang Xia  Meirong Zhou  Shanshan Deng  Yi Zhang 《水文研究》2017,31(26):4669-4681

Bank retreat in the Jingjiang Reach is closely related not only to the near‐bank intensity of fluvial erosion but also to the composition and mechanical properties of bank soils. Therefore, it is necessary to correctly simulate bank retreat to determine the characteristics of fluvial processes in the Jingjiang Reach. The current version of bank stability and toe erosion model (5.4) was improved to predict riverbank retreat, by inputting a dynamic water table, and calculating the approximation of the distribution of dynamic pore water pressure in the soil near the river bank face, and considering the depositional form of the failed blocks, which is assumedly based on a triangular distribution, with the slope approximately equalling the stable submerged bank slope and half of collapsed volume deposited in the bank‐toe region. The degrees of riverbank stability at Jing34 were calculated using the improved bank stability and toe erosion model. The results indicate the following trends: (a) the degrees of riverbank stability were high during the dry season and the rising stage, which led to minimal bank failure, and (b) the stability degrees were low during the flood season and the recession stage, with the events of bank collapse occurring frequently, which belonged to a stage of intensive bank erosion. Considering the effects of bank‐toe erosion, water table lag, and the depositional form of the collapsed bank soil, the bank‐retreat process was simulated at the right riverbank of Jing34. The model‐predicted results exhibit close agreement with the measured data, including the total bank‐retreat width and the collapsed bank profile. A sensitivity analysis was conducted to determine the quantitative effects of toe erosion and water table lag on the degree of bank stability. The calculated results for toe erosion indicate that the amount of toe erosion was largest during the flood season, which was a primary reason for bank failure. The influence of water table lag on the degree of stability demonstrates that water table lag was an important cause of bank failure during the recession stage.  相似文献   

An analytical model for vapor‐phase volatile organic compound diffusion through landfill composite covers          下载免费PDF全文

Haijian Xie  Huaxiang Yan  Hywel R. Thomas  Shijin Feng  Qihua Ran  Peixiong Chen 《国际地质力学数值与分析法杂志》2016,40(13):1827-1843

One‐dimensional mathematical models for vapor‐phase volatile organic compound (VOC) diffusion through composite cover barriers are presented. An analytical solution to the model was obtained by the method of separation of variables. The results obtained by the proposed solution agree well with those obtained by a numerical analysis. Based on the proposed analytical model, the VOC breakthrough curves of five different composite covers are compared. The effects of degree of saturation of geosynthetic clay liner (GCL) or compacted clay liner (CCL) on VOC migration in the composite covers are then presented. Results show that the composite cover barriers provide much better diffusion barriers for VOC than the single CCL. The top surface steady‐state flux for a composite barrier, consisting of a 1.5 mm geomembrane (GM) and a 20 cm CCL, can be 8.3 times lower than that for a 30 cm CCL. The surface steady‐state flux for the case with (1.5 mm GM + 6 mm GCL) was found to be 2.3 times lower than that for the case with (1.5 mm GM + 20 cm CCL). The degree of saturation S_r of the CCL has a great influence on VOC migration in composite covers when S_r is larger than 0.5. The steady‐state flux at the surface of GM for the case with S_r = 0.7 can be 1.8 times lower than that for the case with S_r = 0.2. The proposed analytical model is relatively simple and can be used for verification of complicated numerical models, analysis of experimental data and performance assessment of composite cover barriers. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献