Horizontal dynamic stiffness of pile groups: Approximate expressions     

Wentao Dai  Jose M. Roesset 《Soil Dynamics and Earthquake Engineering》2010,30(9):844-850

A number of solutions and computer programs are already available to determine the dynamic stiffness of complete pile foundations, assuming linear elastic soil behavior and perfect bonding between the piles and the surrounding soil. These are assumptions that would be generally valid for properly designed machine foundations where very small strains should be expected. A number of approximate formulations have also been developed. Among these the most commonly used one is that proposed by Poulos (1971) [12] for the static case, computing interaction coefficients between the heads of two piles considered by themselves, then forming a matrix of these coefficients to obtain the interaction between the heads of all the piles in the group. Additional approximations have been suggested, particularly for the computation of the interaction coefficients, using closed form expressions. In this paper, approximate expressions that can be used for preliminary estimates, at the very early stages of the design, without the need of computers, are presented. They are intended for pile groups with pile spacing of the order of 3 diameters, typical relations between the modulus of elasticity of the piles and that of the soil between 100 and 1000, and very small amplitude vibrations.  相似文献   

Micromechanical viscoelasto‐plastic models and finite element implementation for rate‐independent and rate‐dependent permanent deformation of stone‐based materials     

Qingli Dai 《国际地质力学数值与分析法杂志》2010,34(13):1321-1345

This paper presents parallel and serial viscoelasto‐plastic models to simulate the rate‐independent and the rate‐dependent permanent deformation of stone‐based materials, respectively. The generalized Maxwell viscoelastic and Chaboche's plastic models were employed to formulate the proposed parallel and serial viscoelasto‐plastic constitutive laws. The finite element (FE) implementation of the parallel model used a displacement‐based incremental formulation for the viscoelastic part and an elastic predictor—plastic corrector scheme for the elastoplastic component. The FE framework of the serial viscoelasto‐plastic model employed a viscoelastic predictor—plastic corrector algorithm. The stone‐based materials are consisted of irregular aggregates, matrix and air voids. This study used asphalt mixtures as an example. A digital sample was generated with imaging analysis from an optically scanned surface image of an asphalt mixture specimen. The modeling scheme employed continuum elements to mesh the effective matrix, and rigid bodies for aggregates. The ABAQUS user material subroutines defined with the proposed viscoelasto‐plastic matrix models were employed. The micromechanical FE simulations were conducted on the digital mixture sample with the viscoelasto‐plastic matrix models. The simulation results showed that the serial viscoelasto‐plastic matrix model generated more permanent deformation than the parallel one by using the identical material parameters and displacement loadings. The effect of loading rates on the material viscoelastic and viscoelasto‐plastic mixture behaviors was investigated. Permanent deformations under cyclic loadings were determined with FE simulations. The comparison studies showed that the simulation results correctly predicted the rate‐independent and rate‐dependent viscoelasto‐plastic constitutive properties of the proposed matrix models. Overall, these studies indicated that the developed micromechanical FE models have the abilities to predict the global viscoelasto‐plastic behaviors of the stone‐based materials. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

鲁北新生代隐伏火山岩及其石油地质意义   总被引：1，自引：0，他引：1  

杜韫华  代贤忠 《岩石学报》1990,6(3):43-52,T001

鲁北新生代隐伏火山岩可划分为3个喷发期6个亚期,9种火山岩岩石类型和同期侵入的辉绿岩。它们形成在近大陆边缘的板内裂谷型盆地,对于富有机质生油岩的沉积、各种储集体的形成、多种含油圈闭类型的形成以及有机质成熟向烃类转化都是非常有利的。作为储集岩主要有玄武安山岩、辉绿岩和湖底玄武质凝灰岩。储油空间主要为次生孔隙和裂缝。火山岩及其有关岩石在本区不仅形成了特殊的油气藏,而且还可作为盖层、封堵层、披复构造的基岩,因此对石油地质勘探有重要意义。  相似文献   

岩溶在古地理研究中的作用——“关于古地理研究中若干原则问题的商榷”一文的补充及讨论     

赵元龙  李景阳  戎昆方  龚显英  代新春 《贵州地质》1989,(1)

本文从现代、地史时期岩溶剥蚀速度及岩溶铝土矿的形成等方面探讨岩溶在古地理研究中的重大作用,从而提出稳定地区“缺失”某一时期地层,并非该时期为陆;而是前期仍有沉积,后期才真正上升为陆,遭受剥蚀。  相似文献   

ON SOME KEY SEDIMENTATION PROBLEMS OF THREE GORGES PROJECT (TGP)   总被引：1，自引：0，他引：1  

Lin Bingnan Dou Guoren Xie Jianheng Dai Dingzhong Chen Jisheng Tang Richang  Zhang Ren 《国际泥沙研究》1989,(1)

I. INTRODUCTIONThe Three Gorges Project (TGP) being planned is to be located on the Yangtze River at Sandouplug, 44 km upstream of Yichang (Fig. l). A scheme studied in the feasibility stage has the crest ofthe dam placed at 185 m with a maximums height o…  相似文献   

K—Ar Geochronology and Evolution of Cenozoic Volcanic Rocks in Eastrn China   总被引：6，自引：0，他引：6  

王慧芬  杨学昌 《中国地球化学学报》1989,8(1):1-14

Cenozoic volcanic rocks widespread in eastern China constitute an important part of the circum-Pacific volcanic belt.This paper presents more than 150K-Ar dates and a great deal of petrochemical analysis data from the Cenozoic volcanic rocks distributed in Tengchong,China‘s southeast coast,Shandong,Hebei,Nei Monggol and Northeast China.An integrated study shows that ubiquitous but uneven volcanic activities prevailed from the Eogene to the Holocene,characterized as being multi-eqisodic and multicycled.For example,in the Paleocene(67-58Ma),Eocene(57-37.5Ma),Miocene(22-18,16-19Ma),Pliocene(8-3Ma),and Early Pleistocene-Middle Pleistocene(1.2-0.5Ma) there were upsurges of volcanism,while in the Oligocene there was a repose period.In space,the older Eogene volcanic rocks are distributed within the region or in the central part of the NE-NNE-striking fault depression,while the younger Neogene and Quaternary volcanic rocks are distributed in the eastern and western parts.Petrologically,they belong essentially to tholeiite-series and alkali-series basalts,with alkalinity in the rocks increasing from old to youg.The above regularities are controlled by both global plate movement and regional inherent tectonic pattern.  相似文献   

腾冲综合土地单元图的编制与编码的实验研究   总被引：1，自引：0，他引：1  

戴旭 《地理学报》1989,44(1):94-100

综合土地单元图是计算机制圈与地理分析的重要基础之一。本文以我国云南省腾冲地区为例，着重介绍综合土地单元图的编制及编码技术。  相似文献   

漳州地热普查区地球化学异常的讨论     

戴仲鸿  郭永祥  杨金城 《地球科学》1988,(3)

本文以漳州热田为例,通过对该区的地质及构造特征、地下热水分布、水化学特征及土壤地球化学异常的分析对照,论证了化探工作在地热勘查中的应用效果。同时,对热田的化探异常成因进行了初浅的探讨。  相似文献   

济阳坳陷上第三系的沉积特征及沉积相的纵向演化规律   总被引：2，自引：0，他引：2  

狄明信  戴启德  国景星 《地质论评》1994,40(7):46-51

本文根据岩性特征、沉积构造、砂体厚度和测井曲线特征等资料，对4口岩心井进行了沉积相分析，详细研究了不同时期的河流类型及沉积相的演化规律，从而认为济阳凹陷上第三系沉积大体经历了3个阶段：早期的冲积扇一辫状河阶段，中期的辫状河一低弯度曲流河阶段及晚期的高弯度曲流河阶段，同时分析了不同砂体的油气储集性能。  相似文献   

济阳坳陷上第三系馆陶组上段沉积相研究   总被引：1，自引：0，他引：1  

国景星  戴启德  狄明信  李继红 《地质论评》1994,40(7):145-153

利用地质资料、测井资料、地震资料及分析化验资料对济阳坳陷上第三系馆陶组上段岩相古地理特征进行了全面系统地研究。首先从岩性、沉积结构和构造、砂体形态、电性特征、地震反射等方面论证馆陶组上段为山麓洪积相和河流相沉积，其中它们又可进一步细分为10种亚相或微相。其次，详细论述了沉积相的平面展布，同时还指出了油气分布与沉积相带的关系。此外，本文还指出馆陶组上段沉积期的物源方向、河流流向、最终汇水区及当时的古气候条件等。  相似文献