岩土工程评价中的参数插值计算方法     

王凤生  李桂芝  郭真 《吉林地质》2003,22(4):47-51

本文从一个简单的实例,提出了岩土工程勘查评价中的参数插值计算问题,简介了一、二元函数的拉格朗日插值方法,并以实例进行了演算,达到了让野外技术人员了解插值方法的目的。  相似文献   

软土地基上静压预制桩承载力施工后增大效应     

容穗红  王想勤 《矿产与地质》2003,17(4):574-576

分析了软土地基上预制桩承载力的时效性机理，介绍几种研究承载力时效性的经验回归公式，结合工程说明应充分认识承载力时效性的科学性和利用这种规律潜在的经济效益。  相似文献   

乌鲁木齐河东河西矿区煤层气储层特征     

李小彦钟铃文  李瑞明王正华陈新尉  尹淮新 《中国煤田地质》2003,15(5):19-21

乌鲁木齐河东河西矿区早-中侏罗纪富煤带,聚集着丰富的煤层气资源,笔者通过对该区煤层气赋存的地质条件、储层特征、资源量、煤层气保存条件的专门研究,评价出了有利区块,为下一步煤层气勘探提供了依据。本文主要通过实际采样测试,对该区煤储层的含气性、吸附性、孔隙结构、渗透性等进行了系统研究,探讨本区煤层气有利于勘探开发的储层条件。  相似文献   

Bearing capacity of rectangular footing on reinforced soil   总被引：2，自引：4，他引：2  

Arvind Kumar  Swami Saran 《Geotechnical and Geological Engineering》2003,21(3):201-224

In the present paper, a method of analysis for calculating the pressure intensity corresponding to a given settlement for a rectangular footing resting on reinforced soil foundation has been presented. The process has been simplified by presenting non-dimensional charts for the various terms used in the analysis, which can be directly used by practicing engineers. An empirical method has been suggested to find out the ultimate bearing capacity of footing on reinforced soil. The results have been validated with large-scale model tests also. The procedure has been made clear by giving an illustrative example. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

碎石类土极限承载力标准值表的研究     

唐万春 《地球科学进展》2004,(Z1)

以可靠度理论为基础的极限状态设计法是当今世界工程设计领域的发展趋势,地基基础要应用可靠度理论进行设计是一大难点,而地基极限承栽力标准值的确定是最重要的方面。利用原制订基本承载力时的荷载试验资料,再补充收集了一部分新资料,重新提出极限承载力,找出极限承栽力与基本承载力的关系值K(安全系数),将K值乘以基本承载力表,并以公式计算值及林业部标准进行比较。综合得出极限承载力范围值表,在此基础上进行概率分析,得出极限承载力标准值。通过直接或间接的方法求得极限承载力标准值变异系数。  相似文献   

人工挖孔桩桩端土承载力的确定   总被引：2，自引：0，他引：2  

李福文  李大伟 《吉林地质》2004,23(4):88-93

城市建设中高层建筑越来越多．基础大多采用单桩承栽能力很高的人工挖孔灌注桩。既保证桩基工程的安全．又能节省工程造价．桩端土承栽力参数的确定在基础工程设计中是十分重要的。本文提出了应用深层平板栽荷试验方法能够较准确的提供桩端土承栽力参数．并在不同地质条件下进行了试验．积累了本地区的一些经验；同时认为在桩端土为中粗砂、泥岩时，应用效果很好；桩端土为粘性土时，应用效果较差。  相似文献   

洮儿河扇形地修建地下水库可行性研究   总被引：7，自引：3，他引：7  

肖长来  兰盈盈  梁秀娟 《吉林大学学报(地球科学版)》2004,(Z1)

利用大量实际资料,采用GMS软件建立了白城市洮儿河扇形地立体地质模型,系统研究了区域水文地质条件,应用Surfer软件,采用含水层体积法和水层厚度法计算了地下水库的储存空间,采用动态资料推求、野外试验和室内实验等多种方法确定了主要水文地质参数,重点分析计算了洮儿河扇形地作为地下水库的储水空间、补给水源和调蓄能力,讨论了在该区修建地下水库的可行性及其效果,提出扇形地地下水库设计与建设的有关建议。  相似文献   

Analysis,testing, and implementation of seismic isolation of buildings in Chile     

Juan C. De la Llera  Carl Lüders  Patricio Leigh  Henry Sady 《地震工程与结构动力学》2004,33(5):543-574

  相似文献   

Evaluation of the seismic performance of a three‐story ordinary moment‐resisting concrete frame     

Sang Whan Han  Oh‐Sung Kwon  Li‐Hyung Lee 《地震工程与结构动力学》2004,33(6):669-685

This study focuses on the seismic performance of Ordinary Moment‐Resisting Concrete Frames (OMRCF) designed only for gravity loads. For this purpose, a 3‐story OMRCF was designed in compliance with the minimum design requirements in the American Concrete Institute Building Code ACI 318 (1999). This model frame was a regular structure with flexure‐dominated response. A 1/3‐scale 3‐story model was constructed and tested under quasi‐static reversed cyclic lateral loading. The overall behavior of the OMRCF was quite stable without abrupt strength degradation. The measured base shear strength was larger than the design base shear force for seismic zones 1, 2A and 2B calculated using UBC 1997. Moreover, this study used the capacity spectrum method to evaluate the seismic performance of the frame. The capacity curve was obtained from the experimental results for the specimen and the demand curve was established using the earthquake ground motions recorded at various stations with different soil conditions. Evaluation of the test results shows that the 3‐story OMRCF can resist design seismic loads of zones 1, 2A, 2B, 3 and 4 with soil types S_A and S_B . For soil type S_C , the specimen was satisfactory in seismic zones 1, 2A, 2B and 3. For soil type S_D , the OMRCF was only satisfactory for seismic zones 1 and 2A. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Capacity evaluation of statnamic tested long piles     

San-Shyan Lin  J. L. Hong  Wei F. Lee  Y. H. Chang 《Soil Dynamics and Earthquake Engineering》2004,24(11):829-838

A procedure that uses the structural damping (SD) concept for estimating the capacity of a pile based on the Statnamic (STN) pile load test results, formerly used by the authors for short piles, is extended in this paper for the STN tested long piles. Similar to segmental unloading point method procedures for long piles, the shaft length is divided into several segments and each segment is assumed to behave as a mass of a single degree of freedom. The SD concept is then applied to each segment to consider the displacement related soil damping instead of the velocity dependent damping. Instrumented strain gauge data at different levels of the shaft are required for the interpretation method. Three case studies are presented in this paper to study the validity and applicability of the present method. The predicted results are also compared to the available test or analytical data.  相似文献