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橡胶颗粒改良粉煤灰土的动力特性试验研究 总被引：1，自引：0，他引：1
对橡胶颗粒改良粉煤灰土的动强度、动模量、黏聚力和内摩擦角进行了动三轴试验研究,并将试验结果与粉煤灰土的动力特性加以对比,分析表明：粉煤灰土及橡胶颗粒改良粉煤灰土在同一围压下动强度均随破坏周数的增加而减小;在同一破坏周数下动强度随着围压的增加而增加;粉煤灰土的黏聚力为203.73 kPa,内摩擦角为11°;橡胶颗粒改良粉煤灰土的黏聚力为227.26 kPa,内摩擦角为17°,橡胶颗粒改良粉煤灰土的黏聚力增大了23.53 kPa,提高了11.55%;粉煤灰土的初始切线模量及平均动模量高于橡胶颗粒改良粉煤灰土的初始切线模量及平均动模量。研究表明,橡胶颗粒改良后的粉煤灰土具有动强度高、黏聚力和内摩擦角大的特点,从而说明橡胶颗粒改良后的粉煤灰土可以作为季冻区路基冷阻层材料 相似文献
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Installation of buttress walls against diaphragm walls has been used as an alternative measure for the protection of adjacent buildings during excavation, but their mechanism in reducing movements has not yet been fully understood. This study performs three-dimensional finite element analyses of two excavation case histories, one in clay with T-shape buttress walls and another in dominant sand with rectangular buttress walls, to establish analysis model. Then, a series of parametric study were performed by varying soil types, types and length of buttress walls based on the above-mentioned excavations. Results show that the mechanism of buttress walls in reducing wall deflections mainly came from the frictional resistance between the side surface of buttress wall and adjacent soil rather than from the combined bending stiffness from diaphragm and buttress walls. The buttress wall with a length <2.0 m had a poor effect in reducing the wall deflection because the soil adjacent to the buttress wall had almost the same amount of movement as the buttress wall, causing the frictional resistance little mobilized. Since the frictional resistance of buttress walls in a deep excavation has fully been mobilized prior to the final excavation depth, the efficiency of buttress walls in reducing the wall deflection in a deep excavation was much less than that in a shallow excavation. Rectangular shape of buttress walls was of a better effect than T-shape in the shallow excavation because frictional resistance between buttress walls and adjacent soil played a major role in reducing the wall deflection rather than bearing resistance of the flange. When the excavation went deeper, the difference in reducing the wall deflection between the R-shape and T-shape became small. 相似文献
3.
依据影响土地质量的营养有益元素、有毒有害元素、化合物及有机污染物、土壤理化性质等地球化学指标,运用层次分析法赋予各项指标权重,建立相应的隶属度函数,通过函数值划分江西省吉泰盆地的土地等级。评价区土地质量总体良好,良好以上土壤面积为9 640.94 km2,占评价区总面积的85.98%;中等土壤占评价区总面积的13.75%,差等级土壤占0.27%。该研究成果为调整吉泰盆地农业种植结构,发展特色优质农产品,促进科学合理施肥提供了地球化学依据,同时,对污染土地的治理提出了施用石灰(Ca CO3)降低土壤酸性,增施有机肥、补施磷酸盐等相应的对策。 相似文献
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基于地球动力学的构造-热演化方法是沉积盆地热史研究的重要方法之一.本文以江汉盆地宜随大剖面为例,采用平衡剖面方法对叠合盆地复杂、漫长的演化历史进行构造恢复,采用多期有限拉张-挤压应变速率法进行古热流反演,最后得到盆地的古地温场.由此,建立了构造恢复—盆地基底热流反演—岩石圈尺度温度结构—沉积盆地尺度温度结构的多期伸展、挤压模型的热模拟方法流程,实现了岩石圈尺度的热模拟与盆地尺度的热模拟相结合. 相似文献
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Acta Geotechnica - This study investigates the stability of internally braced excavations in thick, saturated clay using a finite element method with reduced shear strength. The support system was... 相似文献
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We examine the small-strain behavior of Taipei clays in braced excavation through a detailed analysis of a well-documented case history. Specifically, we analyze the case of the Taipei National Enterprise Center (TNEC) excavation using two soil models, the Modified Cam-clay model (MCC) and the three-Surface Kinematic Hardening model (3-SKH). Our finite element analysis includes a consideration of the over-consolidated stress state and the high initial shear modulus of the clay. Results show that the observed wall deflection and surface settlement can be satisfactorily predicted simultaneously using the 3-SKH model. This is an improvement on the MCC model, for which only wall deflection, not ground settlement, can be accurately predicted. This study re-confirms the importance of considering small-strain non-linear behavior for the over-consolidated stress state in finite element analyses of braced excavation responses. 相似文献
8.
A simplified method for predicting ground settlement profiles induced by excavation in soft clay 总被引：2，自引：0，他引：2
A series of parametric studies was performed to examine the influence factors affecting the settlement influence zone induced by excavation in soft clay. It was found that the excavation depth, width, the soft clay bottom depth and the rock-like soil depth are all related to the settlement influence zone. The potential failure surface, as deduced from the failure mechanism, covering the above-mentioned parameters, is consistent with the settlement influence zone. Thus, a simple method based on the analysis results is proposed to predict the settlement influence zone. Ten case histories and statistical data for the settlements in the Shanghai area were used to verify the proposed method. 相似文献
9.
Previous plane strain analysis of a case history has shown that cross walls in an excavation can effectively reduce movements induced by deep excavation. This study performed three-dimensional numerical analyses for 4 deep excavation cases with different installations of cross walls, including different excavation depths, cross wall intervals and cross wall depths. Both the observed and computed wall deflections for the 4 cases were compared with those of the same excavations that were assumed with no cross walls installed to demonstrate the effectiveness of cross walls in reducing lateral wall deflections. The results show that the cross wall also had a corner effect similar to that of the diaphragm wall. The deflection of the diaphragm wall was smallest at the location of the cross wall installed and then increased with the increasing distance from the cross wall, up to the midpoint between two cross walls. Many factors such as in situ soil properties, diaphragm wall properties, construction procedure, cross wall depth and so on may affect the amount of reduction in lateral wall deflections due to the installation of cross walls. Under the same condition, the amount of reduction was highly dependent on the depth of cross walls, distance to the cross walls and the cross wall interval. 相似文献
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A series of three-dimensional finite element analyses of deep excavations with the integrated system between buttress walls and diaphragm walls was conducted to investigate the effect of the buttress wall intervals, treatments, locations, height, and thickness on limiting deformations induced by deep excavation. The integrated retaining system was formed by maintaining buttress walls when soil was excavated. The wall deflection control mechanism of the integrated retaining system mainly came from the combined stiffness between the buttress wall and the diaphragm wall. In addition, the ground settlement control mechanism came from the combined stiffness between the buttress wall and the diaphragm wall, and the frictional resistance between the buttress wall and the surrounding soil. For achieving 50% reduction in the wall deflection and the ground surface settlement, the length and intervals of buttress walls that were applied to the integrated retaining system were at least 4 and 8 m, respectively. When the deflection at the diaphragm wall head was well restrained, for example, by the floor slab, the position of the buttress wall head could be located at a depth the diaphragm wall starts to bulge out. In such a case, the performance between the full height and limited height of buttress walls was quite close. Furthermore, a new well-documented excavation project was analyzed to verify the performance of the integrated retaining system. Results showed that the integrated retaining system worked excellently if the joints between buttress walls and diaphragm walls were constructed properly. 相似文献