钙质石灰岩中桩基轴向承载特性的有限元分析   总被引：1，自引：0，他引：1  

彭芳乐  高伟  清住真  大内正敏 《岩土力学》2009,30(9):2792-2798

为了研究钙质石灰岩中桩基的合理设计理论及开发相关的变形破坏数值分析方法,利用弹塑性有限元方法对以硫球石灰岩作为持力层的桩基现场轴向载荷试验进行了数值分析。有限元分析中钙质石灰岩被假定为理想弹塑性材料。结果表明,如果能在有限元解析中合理地考虑桩侧摩阻力的低减效果,弹塑性有限元计算可以较好地模拟与分析钙质砂土中桩基的轴向承载力特性。最后还对开口钢管桩基的土塞效应的发生机制进行了分析。  相似文献   

石佛寺水库改性粉细砂筑坝试验研究     

张丽娟  韩江 《岩土力学》2005,26(11):1866-1868

采用室内试验和现场原型试验,对辽河石佛寺水库库区内掺入水泥后粉细砂的特性进行了研究。试验结果表明,随着水泥掺入量的增加,粉细砂的凝聚力和内摩擦角增大,渗透系数减小。当水泥的掺入量为2 % 时,抗剪强度指标和渗透系数已明显改善,而且在最不利的情况下满足对渗透变形的要求。粉细砂掺入水泥后,其性能得到了很大改善,用于修筑拦河主坝是完全可行的。  相似文献   

饱和多孔岩石弛豫衰减对时间和温度的依赖性   总被引：19，自引：4，他引：15  

席道瑛  刘斌  刘卫  易良坤 《地球物理学报》2000,43(6):827-834

通过饱和多孔岩石的低频亚共振试验 ,得到了饱和多孔岩石的内耗峰是典型的弛豫峰的结论 .不同的饱和液体、不同的岩石导致不同的弛豫峰特征 ,饱和岩石的弛豫特性 ,是寻找油田、地热田和预测储层的物性基础 .试验结果表明 ,饱和多孔岩石都具有一个共同的特性---时间和温度的等效性 ,即降低温度与增加振动频率是等效的 ,这就是饱和多孔岩石的弛豫共性 .  相似文献   

振动沉管碎石桩复合地基综合检测若干值得研究的岩土工程问题     

赵法锁  杜纪民 《地球科学与环境学报》1993,(Z2)

近年来,振动沉管碎石挤密桩在处理饱和黄土地基方面得到了相当广泛的应用。本文通过对西安市某工程振动沉管碎石桩复合地基的综合检测,提出几个值得研究的岩土工程问题。  相似文献   

Infiltration characteristics of a complex lateritic soil profile     

J. K. Ruprecht  N. J. Schofield 《水文研究》1993,7(1):87-97

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青藏高原中部扎布耶茶卡142 ka以来石英砂表面特征及环境意义   总被引：4，自引：1，他引：3  

李明慧  康世昌  郑绵平 《冰川冻土》2008,30(1):125-131

石英抗风化能力强,表面特征保留了许多环境信息,用扫描电镜方法对石英砂表面结构进行了研究.结果表明: 扎布耶茶卡的石英颗粒以次棱角状、次圆状为主,撞击坑、贝壳状断口、平行解理和水下磨光面等机械特征出现频率较高;化学特征有二氧化硅沉淀、蜂窝状溶蚀面、硅质球和蚀坑/洞.石英颗粒经历冲洪积作用,搬运至湖泊后又经历了水下机械和化学作用.在142～60 ka BP扎布耶茶卡湖区气候寒冷,但无冰川作用存在,石英颗粒搬运距离近,机械特征主要是强烈的物理风化与冲洪积作用形成的,化学特征与弱的水动力条件有关;8.5～3.7 ka BP湖区气候温暖,但变化频繁,湖水进一步咸化、退缩,山坡后退变缓,机械特征主要由物理风化及搬运中的碰撞造成,化学特征则与弱的水动力条件和高盐环境有关.  相似文献   

Compaction of granular soils by uniform vibration equivalent to vibrodriving of piles   总被引：2，自引：0，他引：2  

R.A.P. Bement  A.R. Selby 《Geotechnical and Geological Engineering》1997,15(2):121-143

Summary A programme of laboratory tests was undertaken to identify the volume reduction of a range of granular soils in response to uniform vibration. The purpose of the tests was to quantify the potential compaction settlement of granular soils due to vibrations typical of those experienced when sheet or bearing piles are installed or extracted by vibrodriver. The vibrations in soils within 2–20 m of a vibrodriven pile are well defined as sinusoidal, at the frequency of the vibrodriver, and typically in the range of 1.0g down to 0.02g (whereg=gravitational acceleration). Thein-situ conditions were replicated in the laboratory by vibration of a Rowe cell containing a soil sample. This allowed control of stresses before and during vibration. Tests were conducted on nine granular soils, ranging from uniform Leighton Buzzard sands to a sandy fine-to-medium gravel. Soil samples were prepared at minimum relative density, generally in the saturated state, but also dry and partly saturated. Each sample was consolidated at a selected effective stress of between 10 and 100 kPa. It was then vibrated vertically at increments of controlled acceleration, under conditions of free drainage and maintained confining stress. Reduction in sample thickness was measured continuously. Results showed that even in a small, drained, sample the full volume reduction was reached only after many minutes, although the early response was more rapid. The trends of results showed that: increased surcharge pressure reduced the subsequent vibratory compaction; well-graded soils showed greater compaction than more uniform sands; compaction increased markedly when acceleration exceeded 1 g; saturated soils showed larger compaction than dry and partially saturated soils; compaction was influenced little by frequency, although rate of compaction reduced with frequency increase.  相似文献   

Three-dimensional multilayer cylindrical tunnel model for calculating train-induced dynamic stress in saturated soils     

《Computers and Geotechnics》2016

This study proposes an improved tunnel model for evaluating train-induced dynamic stress in saturated soils, which can consider multiple moving loads, grouting layer and pore-water pressure. Using Shanghai Metro’s actual parameters for train speed, tunnel, grouting layer and soils, the analysis of the spatial distribution of dynamic stress for soils and stress state of various locations under moving train loads shows that neglecting effects such as pore-water pressure can lead to underestimating dynamic normal stress and overestimating dynamic shear stress in the soils below tunnel. This model can be further extended to investigate principal stress axes rotations and tunnel settlement.  相似文献   

Laboratory determination of mechanical and hydraulic properties of chemically grouted sands     

Daniela Porcino  Vito Nicola Ghionna  Raffaella Granata  Vincenzo Marcianò 《Geomechanics and Geoengineering》2016,11(2):164-175

The purpose of this paper is to investigate mechanical and hydraulic properties of sands treated with mineral-based grouts through the results of a laboratory test programme consisting of unconfined compression tests (UCS), triaxial bender element tests (BeT) and constant flow permeability tests in triaxial apparatus. An improved apparatus was set up for obtaining high quality, multiple grouted specimens from a single column. Two selected natural sands having different grain sizes were grouted with two mineral-based silica grouts, resulting in different levels of improvement. The behaviour of the sands treated by mineral grouts, in terms of strength, initial stiffness and permeability, was compared with that exhibited by more traditional silicate grouts. The results of this study indicate that sands treated with mineral grouts result in higher strengths, higher initial shear modulus and lower permeability values than the sands treated with the silicate solution. The effect of grout type, effective confining pressure, and sand particle-size on small-strain shear modulus of grouted sand specimens was evaluated. Based on test results, the small strain shear modulus increment from treated to untreated specimens has been correlated with the unconfined compressive strength, obtaining a unique relationship regardless of grout type and grain-size of tested sands.  相似文献   

Effect of Moisture on Attraction Force in Beach Sand     

Tae-Hyung Kim  Stein Sture 《Marine Georesources & Geotechnology》2004,22(1):33-47

Beach sands located above the sea water level exist in an unsaturated, rather than a fully saturated or dry state. Within the unsaturated zone, a steep excavated surface can be sustained for some unknown but finite time, and some slopes may remain stable for extended time periods due to capillary forces. These observations clearly indicate small but nonzero values for attraction strength (tensile strength and cohesion) in unsaturated beach sands, especially apparent but not confined to settings where there are low stress levels. Thus, experiments were carried out to quantify the magnitude of attraction strength in moist sands (D_r = 30%) and to examine the variation of these values as a function of moisture content and presence of a small amount of fines. Tensile strength, which is significantly different from zero, increases with increasing moisture content and fines. However, the influences of fines on the tensile strength are substantially dependent on the water content. Apparent cohesion strength is also identified in moist sands. A simple relationship between tensile strength and apparent cohesion is proposed using the obtained data. This study would help to further understand the phenomenon of stability of beach sands.  相似文献