Undrained lower bound solutions for end bearing capacity of shallow circular piles in non-homogeneous and anisotropic clays     

Boonchai Ukritchon  Suraparb Keawsawasvong 《国际地质力学数值与分析法杂志》2020,44(5):596-632

The undrained bearing capacity of shallow circular piles in non-homogeneous and anisotropic clay is investigated by the lower bound (LB) finite element limit analysis (FELA) under two-dimensional (2D) axisymmetric condition using second-order cone programming, and the new solution of the problem is presented. Modified from the isotropic von Mises yield criterion, a cross-anisotropic undrained strength criterion of clays under the axisymmetric state of stress requiring three input shear strengths in triaxial compression, direct simple shear, and triaxial extension is employed in the 2D axisymmetric LB FELA. Parametric studies on the effects of pile embedment ratio, dimensionless strength gradient, anisotropic strength ratio, and pile roughness are investigated extensively, while the predicted failure mechanisms associated with these parameters are discussed and compared. Numerical results of undrained end bearing capacity of shallow circular piles are summarized in the form of design tables that are useful for design practice and represent a new contribution to the field of pile capacity considering the combined effects of undrained strength non-homogeneity and anisotropy.  相似文献   

Winkler model for dynamic response of composite caisson–piles foundations: Seismic response     

《Soil Dynamics and Earthquake Engineering》2014

A simplified method with a dynamic Winkler model to study the seismic response of composite caisson–piles foundations (CCPF¹) is developed. Firstly, with the dynamic Winkler model, the kinematic response of the CCPF subjected to vertically propagating seismic S-wave is analyzed by coupling the responses of caisson part and pile part. Secondly, a simplified model for the foundation–structure system is created with the structure simplified as a lumped mass connected to the foundation with an elastic column, and through the Fast Fourier Transformation (FFT) this model is enabled to solve transient seismic problems. Thirdly, the proposed method for the seismic response of CCPF-structure systems is verified by comparison against 3D dynamic finite element simulation, in which the Domain Reduction Method (DRM²) is utilized. Lastly, the mechanism and significance of adding piles in improving the earthquake resistance of the foundation and structure is analyzed through an example with different soil conditions. Discovered in this study is that adding piles under the caisson is an efficient way to increase seismic resistant capability of the soil–foundation–structure system, and the main mechanism of that is the elimination of the pseudo-resonance.  相似文献   

嵌入式Web服务器的Android空间数据离线解决方法     

牛艳霞  马秉斌 《测绘科学》2017,42(7)

针对移动GIS应用商业开发组件难以进行自由定制与分发的问题,该文提出一种基于嵌入式Web服务器的Android移动端空间数据离线解决方法,该方法通过在Android设备中移植开源的NanoHTTPD服务器实现了地图瓦片服务和矢量要素服务,并通过编码读取bundle切片数据包和扩展Spatialite空间数据库的方式,解决了切片数据和矢量要素数据的存储,然后利用Webview控件内嵌HTML5页面加Leaflet地图库完成了前端功能实现,并进行了实际应用展示。该方案的实现可节省Android端移动GIS应用开发成本,具有推广意义。  相似文献   

嵌入式GIS系统实时响应的软件方法实现   总被引：1，自引：1，他引：0  

胡泽明  岳春生  王志刚 《测绘科学》2007,32(1):98-99

嵌入式GIS的大量应用使得研究其实时性具有现实意义,选定嵌入式处理器等硬件平台后,可通过软件方法改善其实时性能。空间数据组织结构、多任务双缓存技术、地图符号绘制算法和合理数据调度等方法在本文中被详细阐述以提高实时性。测试结果表明,综合运用这些方法是有效的。  相似文献   

用标贯击数确定抗液化振动挤密砂桩的间距   总被引：2，自引：0，他引：2  

陈国民  王启中 《上海国土资源》1999,(2):25-29

在考虑了抗液化振动挤密砂桩的侧向和竖向加密的同时,又考虑了砂桩的充盈系数对加固作用的影响,从而提出了一种基于抗震规范的液化判别方法,根据标准贯入击数确定抗液化振动挤密砂桩间距的经验关系。  相似文献   

Modelling of pile wave barriers by effective trenches and their screening effectiveness   总被引：2，自引：0，他引：2  

S. E. Kattis  D. Polyzos  D. E. Beskos 《Soil Dynamics and Earthquake Engineering》1999,18(1):78

The three-dimensional problem of isolation of vibration by a row of piles is studied numerically on the basis of a model replacing the row of piles by an effective trench in order to reduce the modelling complexity. The analysis is accomplished with the aid of an advanced frequency domain boundary element method, which is used for both the infilled trench and the soil medium in conjunction with a coupling procedure based on enforcement of equilibrium and compatibility at the trench–soil interface. Linear elastic or viscoelastic material behaviour is assumed for both the piles and the soil. The piles can be tubular or solid and have circular or square cross-section. The vibration source is a vertical force, harmonically varying with time, and the row of piles acts as a passive wave barrier. The effective trench model is constructed by invoking well known homogenization techniques used in the mechanics of fibre-reinforced composite materials, and its accuracy is compared against a rigorous boundary element analysis modelling each pile separately in full contact with the soil medium. On the basis of the effective trench model, the screening effectiveness of a row of piles is studied through parametric studies.  相似文献   

嵌岩桩理论研究和设计中的几个问题   总被引：27，自引：0，他引：27  

刘树亚  刘祖德 《岩土力学》1999,20(4):86-92

明确嵌岩桩的定义和分类,对嵌岩桩的承载机理、临界嵌入深度、设计理论和数值模拟方法等问题进行讨论,并对未来的工作进行论述。  相似文献   

一种嵌入式空间数据引擎的设计与实现     

张韵  曹晓航  徐晋晖 《测绘科学》2010,35(4):187-189

空间数据引擎是实现高效空间数据访问和管理的关键技术之一。本文提出一种基于内存映射文件和改进堆组织表方式的嵌入式空间数据引擎设计与实现方法,分析了该数据引擎的组成部分和关键算法,并在其基础上讨论了日志及事务的实现方法。通过对实际数据的实验对比,其结果表明:基于本文方法开发的系统和目前主流嵌入式数据库相比,具有数据访问速度快,占用内存少的特点,适合于空间数据的编辑环境。  相似文献   

基于cut-off方法刚性承台下群桩基础优化分析     

梁发云  陈海兵 《岩土力学》2011,32(Z1):61-65

针对刚性筏板下群桩基础优化设计问题进行分析,通过改变桩长分布来调整各桩的荷载分担,群桩分析采用基于弹性理论的积分方程方法,并通过cut-off方法来反映桩的弹塑性特性,实现群桩基础的弹塑性优化分析,改进了常规弹性分析方法的缺陷。算例分析表明,随着外荷载的不断增加,角桩首先达到极限荷载,对角桩超出极限荷载的部分进行重新分布,继而使得边桩逐渐达到极限承载状态,继续加载直至内桩也达到极限承载状态,从而引起桩筏基础的整体破坏。采用cut-off方法可以改进基础变刚度优化设计,使之与实际情况更为吻合。  相似文献   

Stability of end-bearing piles in a non-homogeneous elastic foundation     

R. P. West  M. E. Heelis  M. N. Pavlovi&#x;  G. B. Wylie 《国际地质力学数值与分析法杂志》1997,21(12):845-861

The stability of end-bearing piles that are supported laterally along their entire length by an elastic Winkler foundation is investigated for the case when the coefficient of horizontal subgrade reaction varies linearly with depth. A pattern of clustering of buckling modes is shown to occur and the approximate modelling of the elastic foundation by averaging the stiffness of the subgrade is discussed. © 1997 by John Wiley & Sons, Ltd.  相似文献