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为了揭示预压荷载作用下软土路基工后沉降的机理,开展了室内模拟真空、堆载以及真空—堆载联合预压加固软土的固结蠕变三轴试验及微观结构试验。分析了在三种不同的预压作用下土体固结蠕变性状的不同和微观结构的变化机理。结果表明:在三种不同的预压荷载作用下,固结过程中,是真空—堆载联合预压条件下土体的沉降量最大,其次是堆载预压,最小的是真空预压。蠕变过程的沉降量是堆载预压的最大,其次是联合预压,最小的是真空预压。预压荷载作用下土体的固结和蠕变具有耦合效应;微观结构参数的变化受预压加载方式的影响。微观结构参数的变化率与宏观物性参数的变化率有相似的性质。 相似文献
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根据4 a多的沉降观测资料,分析了高速公路软土地基超载卸载再加荷的沉降变化规律。结果表明,采用塑料排水板超载预压处理高速公路软土地基,具有较好的效果,不仅使沉降大部分在填筑期和超载预压期间发生,且使卸载后再施工路面结构层时沉降速率仍然呈收敛的状态。超载卸载再加荷产生的沉降对于高速公路工后沉降标准而言不容忽视,其沉降也并非瞬时完成,不宜采用类似计算超固结土沉降时的回弹指数进行计算。对于试验段特定的条件,卸载后施工路面结构层的沉降计算,可采用分层总和法、利用压缩模量计算其主固结沉降,然后乘以大于1的修正系数。 相似文献
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A case study of using prefabricated vertical drains (PVDs) to accelerate the consolidation of an ultra-soft fine-grained soil with high moisture content for a land reclamation project is described in this paper. Large-scale laboratory model tests were carried out to assess the suitability of the selected PVD and the effectiveness of the PVD in the consolidation of the ultra-soft soil. The model tests indicate that the discharge capacity of the drain can decrease substantially after the drain has experienced large deformations. To overcome this problem, PVDs were installed in two rounds. The first round was before the application of surcharge, and the second round was after substantial settlements have taken place. Field instrumentations were utilized to monitor the performance of PVDs during consolidation. The monitored settlement and pore water pressure results are presented and discussed. The study shows that it is effective to use PVD for the consolidation of the ultra-soft soil if special care has been taken in selection and installation of PVD and in fill placement to overcome the difficulties involved in the consolidation of ultra-soft soil. 相似文献
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Prefabricated vertical drains (PVDs) are being used to accelerate the consolidation of subsoil for construction of high embankments on soft ground. The construction is carried out in stages and the height of each stage construction depends on gain in strength of soft subsoil and target factor of safety. The inflection point method for estimating the degree of consolidation for vertical drainage has previously been published. The degree of consolidation was estimated to be 70% at the inflection point. After 70% consolidation, the rate of consolidation reduces to a minimum value and it is economical and technically feasible to allow the second-stage loading. Additional load at this stage would ensure increase in shear strength of the subsoil. In this paper, the authors have extended the procedure of inflection point method for vertical drainage to a three-dimensional drainage when PVDs are adopted for subsoil improvement. Theoretical graphs have been developed which can estimate the percent consolidation at inflection point (% Ui) for different subsoil thickness, drain spacing ratios and Cr/Cv ratios. Different factors viz. smear, drain spacing, depth of clay thickness and well resistance were also considered in the analysis. The degree of consolidation at inflection point is observed in the range of 61–78%. The inflection point method has been applied to a settlement data from a case history of two sites and the estimated percent consolidation at inflection point has been compared with the values predicted from developed theoretical graphs. The total primary settlement estimated from inflection point has been compared with that of Asaoka method, which is widely used in the field. It is concluded that inflection point method has the potential for field application and provides an alternate method for estimating of total settlement in field applications using PVDs and surcharge, and to determine the appropriate required waiting period for stage loading. 相似文献
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对含竖向排水体地基的固结理论进行了分析,研究了加载模式、竖向排水体间距及直径对软土路基固结的影响。结果表明,通过超载预压或者真空堆载联合预压可以较快地使软土固结,有利于减小工后沉降。 相似文献
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为研究排水板在实际工况下的通水特性,研制排水板纵向通水量测试新仪器,采用室内真空预压模型试验、堆载预压模型试验和直接充灌淤泥等方法来制作板土单元体(试样),并开展板土单元体(试样)通水能力测试。试验结果表明:无论是直接充灌淤泥法、堆载预压法还是真空预压法,高性能排水板通水量均大于现行规程试验结果,而普通排水板通水量均小于现行规程试验结果,现行规程方法高估了真空预压后普通排水板的通水能力。对比结果表明:高性能排水板在堆载预压后通水能力与真空预压后通水能力接近,而普通排水板在堆载预压后通水能力明显高于真空预压后通水能力。因此,对于变形大且固结时间长的新近吹填淤泥地基加固工程应优先选用高性能排水板。 相似文献
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为了探明地表超载对软、硬地层中既有盾构隧道的影响,通过隧道与地层相互作用的模型试验,对地表超载作用下隧道变形、土压力及土体沉降进行了量测。试验结果分析表明,相同的地表超载作用下,软土地层中的隧道横椭圆变形要大于硬土地层中的隧道横椭圆变形。当隧道穿越土层的土体压缩模量较小时,地表超载作用下隧道上覆土层表现为被动土拱土压力;当隧道穿越土层的土体压缩模量较大时则为主动土拱土压力。隧道竖向收敛变形与其穿越土层竖向压缩量之间的关系分析表明,隧道横断面变形刚度与穿越土层的土体压缩模量共同决定隧道上覆土层的沉降状态,从而决定了地表超载对既有盾构隧道的影响。研究成果定性地揭示了软土地区既有盾构隧道在地表超载作用下极易发生变形超限的机理。 相似文献
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根据广州南沙大面积存在的软弱土层的工程特性,提出了采用搅拌桩和塑料插水板排水固结等方法处理的方案。通过计算确定桩长、堆载计划、地基处理分区和施工要求,既经济合理,又满足了不同的使用要求。 相似文献
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The fundamental understanding of the consolidation and deformation behaviour of soft soil is of critical importance in engineering geology. The purpose of this study is to develop a nonlinear consolidation model for investigating the deformation behaviour of the montmorillonite soft soil under different engineering loading conditions and the effectiveness of various drainage plate configurations for soil enhancement. The model considers the change of soil microstructure and spatially dependent permeability during the consolidation process. The model predictions were also validated by using collected engineering geology field-testing data and developing advanced imaging processing techniques. The results show that model predictions can reproduce the experimentally observed deformation behaviour of soft soil reasonably well. In addition, the permeability of the soft soil decreases with the decrease of the volume and diameter of pores with the discharge of water from pores during the consolidation process, and there is a negative exponential relationship between pore ratio and depth of the soft soil. Furthermore, it indicates that the vacuum drainage preloading could effectively accelerate the consolidation settlement of the soft soil through playing the role of vertical drainage and reducing the distance of the soil drainage, whereas the increase of the length of the drainage plate has no obvious effect on the settlement of the soil. 相似文献
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在软土层较厚时,采用真空预压不需要大量的人工堆载,节省工时,缩短预压时间。真空法所产生的负压使地基土的孔隙水加速排出,地下水位下降,可以增加施工期间的沉降量,减少路堤的工后沉降,能保证公路运营后路基的稳定性。 相似文献
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采用塑料排水板堆载预压法对太仓煤堆场吹填土地基进行了加固处理,根据现场监测数据,分析了软土地基在堆载预压条件下的沉降和超静孔隙水压力的变化规律。研究结果表明:实测沉降—时间曲线与采用Logistic模型拟合得到的沉降—时间曲线较为吻合;塑料排水板插板深度范围内的各层地基土均发生了排水固结,而且地面以下占排水板总长度四分之三深度范围内的加固效果最佳。通过反演实测沉降曲线,得到了场地地基土径向固结系数平均值;最后对地基固结性状进行了分析,分析表明,本场地采用塑料排水板堆载预压法加固地基是有效的,研究成果可为后续工程地基处理设计提供可靠的设计依据。 相似文献
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采用大型土工离心机对某海上机场工程近海软土地基上堤坝施工期及运行期进行了模拟。原型中采用塑料排水板固结法处理软土地基,模型中则根据固结过程相似的原理,换算成等效圆截面排水体,在模型制作中采用等效透水滤芯来模拟。试验中采用停机加载法模拟分级施工加载过程。根据激光位移传感器试验数据可以计算得出相应原型软土地基的沉降特性。利用试验得到的沉降曲线,采用"经验双曲线法"推算出了地基最终沉降,然后得出按沉降推算的分层地基平均固结度随时间的变化。对比沉降推算的运行5 a时软土地基固结度和理论计算结果,二者基本接近,表明文中塑料排水板的模拟方法用于离心模型试验是可行的。通过与理论计算结果比较,表明试验采用的塑料排水板模拟方法是可行的。 相似文献
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沉降变形与卸载标准是铁路路基堆载预压的主要问题。针对处于沿海滩涂软土路基之上的铁路专用线,采用插塑板与堆载预压相结合的方案进行地基处理,开展了大量的表层沉降、孔隙水压力、分层沉降等观测项目。据实测资料,总结分析了路基表面的沉降规律,并考虑了路基分层沉降与孔隙水压力的变化规律,全面地揭示了整个路基地层的沉降变化特征,运用双曲线合理地预测了工后沉降,且推算出路基整体的固结度,采用工后沉降与地基固结度建立卸载时机判别标准。为堆载预压的卸载时机判别标准研究提供了一种新的思路。 相似文献
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基于砂井地基轴对称大变形固结控制方程,综合考虑双层砂井地基软土的压缩性与渗透性非线性幂函数变化、分级加荷、径向与竖向同时渗流排水、初始超静孔压几种分布模式等实际条件,采用交替方向隐式(ADI)差分法编程求解了建立的双层砂井地基大变形固结控制方程,通过算例分析验证了建立的方程与差分解法及编制程序的合理性。将本文方法应用于围海造陆工程吹填淤泥与海相沉积淤泥组成的双层砂井地基固结计算,预测的固结沉降过程较经典固结理论更接近于实测值,对双层砂井地基固结沉降过程预测进行了有益的探讨。 相似文献
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Buddhima Indraratna Cholachat Rujikiatkamjorn Pankaj Baral Jayantha Ameratunga 《岩石力学与岩土工程学报(英文版)》2019,11(3):598-611
Stabilising soft marine clay and estuarine soils via vacuum preloading has become very popular in Australasia over the past decades because it is a cost-effective and time-efficient approach. In recent times, new land on areas outside but adjacent to existing port amenities, the Fisherman Islands at the Port of Brisbane(POB), was reclaimed to cater for an increase in trade activities. A vacuum preloading method combined with surcharge to stabilise the deep layers of soil was used to enhance the application of prefabricated vertical drains(PVDs). This paper describes the performance of this combined surcharge fill and vacuum system under the embankment and also compares it with a surcharge loading system to demonstrate the benefits of vacuum pressure over conventional fill. The performance of this embankment is also presented in terms of field monitoring data, and the relative performance of the vacuum together with non-vacuum systems is evaluated. An analytical solution to radial consolidation with time-dependent surcharge loading and vacuum pressure is also presented in order to predict the settlement and associated excess pore water pressure(EPWP) of deposits of thick soft clay. 相似文献