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Fayun Liang Mingyi Zhao Chengrui Qin Yajie Jia Zhongwei Wang Guiping Yue 《Marine Georesources & Geotechnology》2020,38(1):114-121
AbstractThe construction of a 100-km road network is planned on a land reclamation area in the Oujiang Estuary in China. The embankment had a height of 4 m and a base width of 60 m. The reclamation area is newly filled by a 3-m dredger fill on a 48-m thick layer of marine clay. Estimation of the settlement of the future road network is difficult. To guide the construction of the road network, a 1/100-scale centrifuge model test was performed with a marine clay sample from the construction site to simulate the layered settlements and evaluate the drainage effect of prefabricated vertical drains in the dredger fill in the following 10 years. The results of the centrifuge modeling test are verified by 10-month in situ monitoring, which shows agreement between the centrifuge modeling test results and the in situ results. The test results indicate that additional time is needed to reinforce the newly added dredger fill by the surcharge preloading method to uplift the elevation of the reclamation area with dredger fill. 相似文献
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Contamination,chemical speciation and vertical distribution of heavy metals in soils of an old and large industrial zone in Northeast China 总被引：5，自引：0，他引：5
Fayun Li Zhiping Fan Pengfei Xiao Kokyo Oh Xiping Ma Wei Hou 《Environmental Geology》2009,57(8):1815-1823
Heavy metal pollution of soils has become a major concern in China as a consequence of rapid urbanization and industrialization
in recent years. However, the evaluation on soil heavy metal pollution in Shenyang, the largest heavy industrial base city
in China, has not yet been conducted. In this study, accumulation, chemical speciation, and vertical distribution Cu, Zn,
Pb and Cd in soils were studied and pollution condition was assessed in Tiexi Industrial District of Shenyang, the largest
and oldest industrial zone in Northeastern China. The results showed that in topsoil, the average concentration of total Cu,
Zn, Pb, and Cd was 209.06, 599.92, 470.19 and 8.59 mg kg−1, respectively, much higher than the national threshold limit. The values of pollution index and integrated pollution index
showed that the pollution level was Cd > Cu > Zn > Pb, and Cd, Cu and Zn belong to heavy pollution level. The residual, Fe
and Mn oxide-bound, and organic-bound species accounted for about 90%, while carbonate-bound and exchangeable species accounted
for about 10%. This study indicates that the soils in the industrial zone were widely and extremely polluted by multi-heavy
metals as a result of long-term industrial activities. 相似文献
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This paper presents a simplified nonlinear solution for piled raft foundations in layered soils under vertical loading. Based on the elastic–plastic analysis of a single pile in a layered soil, the shielding effect between a receiver pile and the soil is taken into account to modify the conventional interaction factor between two piles. An approximate approach with the concept of the interaction factor is employed to study the nonlinear behavior of pile groups with a rigid cap. Considering the variation of soil properties, the solution to multilayered elastic materials is used to calculate the settlement of the soil. The interactions between pile–soil–raft are taken into account to determine the stiffness matrix of the piled raft. By solving the stiffness matrix equations, the settlement and the load shared by the piles and raft could be obtained. Compared with results of the available published literatures, the proposed solution provides reasonable results. 相似文献
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针对已有50余年污水灌溉历史的沈抚污灌区石油污染结冻土壤中微生物种群及石油优势降解菌株进行了分离、筛选及初步鉴定。结果表明:石油污染土壤中的细菌总数是未污染土壤的100倍左右,其真菌和放线菌数量也明显超过未污染土壤。通过筛选,共得到17株石油烃优势降解细菌和11株真菌,其中,降解性能较强的细菌为12号,石油烃降解率为30.54%,初步鉴定为芽孢杆菌属(Bacillus);降解性能较强的真菌为22号真菌,石油烃降解率为34.21%,初步鉴定为常现青霉(Penicil-liam freguentans Westling)。 相似文献
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This article revisits the influences of axial load on the lateral response of single pile with integral equation method. The problem is formulated by decomposing the pile soil system into an extended elastic soil and a fictitious pile, the former of which is analyzed by making use of the fundamental Mindlin's solution for a concentrated horizontal load whereas the latter is modeled by the conventional beam bending theory. According to the rotation compatibility condition between the fictitious pile and the extended soil, a Fredholm integral equation of the second kind is established with the shear strain and rotation angle of the fictitious pile being the basic unknowns. The bending moment and displacement distribution along the pile are subsequently obtained. Comparison with existing solutions validates the accuracy and applicability of the present formulation. The results of parametric analysis indicate that the influences of axial load on the lateral response of single piles could be significant, and in general, the bending moment and horizontal displacement distributions along the pile increase considerably with the increase of axial load. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
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以野外样方调查数据为基础,详细调查了海城河河岸带植物群落的组成,种类和外貌,应用重要值计算了海城河河岸带植物丰富度指数、多样性指数、均匀度指数、优势度指数,并分析了其物种的多样性差异,从而为海城河河岸带的生态修复提供理论和技术依据。结果表明:海城河河岸带植物群落20个样方中共有23科60属80种,物种组成以菊科、禾本科、蓼科、莎草科、蔷薇科植物为主,植物种类以芦苇、朝鲜碱茅、中华结缕草、金盏银盘、抱茎苦荬菜、黄花蒿、灯心草、反枝苋、狗尾草等为主。海城河河岸带植物群落结构简单,物种组成较少。群落物种多样性水平较低,从多样性指数的数量特征来看,丰富度指数的变化范围为4.00～16.00,Pielou均匀度指数的变化范围为0.52～0.93,Simpson多样性指数的变化范围为0.45～0.84,Shannon-Wiener多样性指数的变化范围为0.87～2.18,Simpson优势度指数的变化范围为0.17～0.55。海城河河岸带受到人为活动干扰,如农业生产、挖沙等人为活动干扰降低了群落多样性水平。 相似文献
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This paper proposes a modified-theoretical approach to interpreting the undrained shear strength from piezocone tests in clays. Assuming the shear and normal stresses on the cone face to be the friction at the cone–soil interface and the ultimate expansion pressure, respectively, an expression of the tip resistance is first derived at force equilibrium. The undrained shear strength is then determined by combining the derived expression of tip resistance with the formulation for pore pressure at the cone shoulder position. Many factors, such as the penetration rate and the cone roughness, are considered in this model. Different shaped model penetrometers, including cone- and ball-shaped ones, are adopted in centrifuge tests to investigate the validity of the proposed method. The undrained shear strength estimated from the piezocone test is found to agree well with that from ball penetrometer test. Case studies are also presented to show the application of the proposed method. Comparisons between the predicted and measured values of undrained shear strength indicate that the proposed approach is generally applicable for nonfissured clays, especially intact clays. 相似文献
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Note on axisymmetric consolidation of multi-layered poroelastic soils with compressible constituents
In the conventional analysis of Biot’s axisymmetric consolidation, the solid phase and the surrounding fluid were often assumed incompressible for simplicity. Such assumption in soil engineering ignored the effect of compressibility of constituents on the consolidation. In this article, the compressible fluid and solid in soil were taken into account for 3-D consolidation. The pore pressure, the displacements, and the stresses were expressed by two displacement functions, and the Laplace–Hankel transform was applied to set up the stiffness matrix between the generalized displacement and stress. The stiffness matrix consisted of negative exponential functions, ensuring that the computation is efficient and stable. Then the global stiffness matrix is extended by embracing the continuity of the interfaces and boundary conditions of soil base. The relationship between the generalized displacement and stress of the soil base reduces the number of unknowns of the global matrix. Such consideration reduced the number of unknowns of the global matrix and brought in more acceptable boundary conditions where the stiffness and the permeability of semi-infinite soil base can be taken into account. After the inversion of the Laplace–Hankel transform, the real solutions were obtained. The results show that the stiffness and permeability of the soil base can change the development consolidation and that the compressibility of solid particles has a great effect on the settlement in the beginning of consolidation. 相似文献