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121.
在工程地质问题中许多现象是不确定、且具有随机分布的特性,而这种随机分布特性往往可以采用某种形式的密度函数来描述。采用X2检验假设分布有效性是一个重要的方法,采用该法可以获得观测数据最佳拟合的概率模型,通过自编程序可以同时检验多种概率密度函数并选取最佳模型。本文将介绍这一方法,并通过一个实例加以说明。 相似文献
122.
欠压实地层古地层压力恢复的统计模拟法及其在松辽盆地中的应用 总被引:1,自引:0,他引:1
恢复烃源岩古地层压力和对于研究其生留排烃过程具有重要意义。Nakayama[1]等在开展盆地模拟研究时应用Rubey(1959)和Chapman(197)等人提出的数学地质模型对欠压实地层的古地层压力进行恢复。本文通过对松辽盆地欠压实地层的研究发现欠压实因子随地层厚度、埋深、围岩渗透性等地质条件的不同而改变,在此基础上提出了欠压实地层压力恢复的统计模拟法,克服了目前Nakayama[1]等将地层埋藏过程中的欠压实因子视为常数的不足,从而使计算结果更接近实际。统计模拟法在松辽盆地的应用结果表明了这一方法在实用中的可行性和有效性。 相似文献
123.
Summary This paper explores an approach to estimation of the viscoelastic parameters of weak floor strata using plate-loading tests. Mathematical equations are derived to describe deformation-time history for the standard Burgers model under three-dimensional stress-strain conditions, which are verified with a finite element model. A number of time-dependent in-mine plate-loading tests were conducted and the values of the viscoelastic parameters were estimated based on the derived equation. It is shown that large discrepancies between the parameter values estimated from the plate-loading tests and those acquired from the in-mine convergence data are the results of neglecting adjacent pillar interaction. Finite element modelling was conducted to investigate the effects of adjacent pillar interactions upon the pillar settlement. Based on the finite element analyses, a correction curve was developed to adjust the viscoelastic parameter values to take into account the interaction between adjacent pillars. With the correction, the parameter values estimated from the plate-loading tests compared favourably with those acquired from the in-mine convergence results. 相似文献
124.
B. Indraratna 《Geotechnical and Geological Engineering》1996,14(3):169-191
In Australia, colluvial soils form large terrains which are often subjected to considerable erosion and mass movement. This study presents a laboratory evaluation of the improvement effected by hydrated lime, milled blast furnace slag and fly ash on a fine grained (erosive) colluvial soil in New South Wales, Australia. Geotechnical tests were conducted to determine the compaction and consolidation characteristics and the compressive and shear strength properties of the blended and natural soil specimens. The effect of these additives on the Atterberg limits and pH levels is also investigated. As large amounts of fly ash and steel slag are produced in New South Wales, it is economically attractive to utilize these industrial by-products for ground improvement rather than employing conventional methods such as lime treatment. This study demonstrates that for the colluvial soil tested, milled slag is the most effective in terms of improving the internal friction angle of the treated soil, while lime is the most suitable for achieving the optimum compressive strength. Non-pozzolanic fly ash is found to be inappropriate as a soil improving agent. The cost of ground treatment using the various additives is also estimated and compared. 相似文献
125.
试论水泥喷射搅拌桩的单桩承载力测试 总被引:7,自引:3,他引:7
水泥喷射搅拌桩(以下简称粉喷桩)是软土地基加固的一种方法。按规范,一般测试复合地基承载力作为加固效果的评判标准。粉喷桩是复合地基的基础,很多设计单位和建设单位要求对单桩进行承载力检测,验证桩的设计参数,检查施工质量。由于粉喷桩承载力能否测试,如何取值等,没有规范依据,给检测工作带来困难。本文就此问题谈一点看法。 相似文献
126.
夯扩桩半模夯扩试验及夯扩机理探讨 总被引:6,自引:0,他引:6
设计了夯扩桩半模夯扩试验,采用读数显微镜直接测读上体质点位移,获得了不同密度的均匀砂土中砂粒的位移,由此确定土体的位移场和密度场。借鉴魏西克(Vesic)球形孔穴膨胀理论和梅耶霍夫(Meyerhof)塑性剪切理论,结合模型试验成果,对夯扩机理作了探讨,并定性地提出了夯扩机理模式。 相似文献
127.
128.
Study of the liquefaction resistance of a saturated sand reinforced with Geosynthetics 总被引:1,自引:0,他引:1
This article presents various tests using a cyclic triaxial instrument, on samples of saturated Hostun RF sand, reinforced with circular sheets of geosynthetic material. Tests performed with different types of geosynthetics of different compressibility, rigidity and roughness characteristics indicate a significant increase in liquefaction resistance for samples reinforced with compressible, non-woven geotextiles. The undrained behaviour of saturated Hostun RF sand reinforced with non-woven geotextiles is analysed on the basis of different test series. This analysis highlights the influence of reinforcement compressibility on interstitial pressure distribution in the sample, thus showing the role of this type of inclusion in the increase in liquefaction resistance. 相似文献
129.
Todor Ganev Fumio Yamazaki Tsuneo Katayama Teruyuki Ueshima 《Soil Dynamics and Earthquake Engineering》1997,16(7-8):459-470
This paper presents results from forced vibration tests, microtremor observations and earthquake response analysis of a nuclear reactor containment model constructed on stiff soil in Hualien, Taiwan. The dynamic behavior of the soil-structure system is simulated successfully with two numerical models: a sway-rocking model, whose soil parameters are evaluated on the basis of the continuum formulation method, and a finite element model, using the program SASSI with the flexible volume substructuring approach. The dependences of the soil parameters of both models on the amplitudes of the different dynamic excitations are investigated in detail. An original numerical simulation of microtremor is performed. Comparison with results of a previous study involving a rigid tower on a soft soil site in Chiba, Japan is offered. 相似文献
130.