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排序方式: 共有112条查询结果,搜索用时 31 毫秒
1.
对东北输油管道锦县,盖县,海城段的粉土细砂,中砂,粉砂进行了振动液化试验,取得了和类土的τd-logNf曲线,τd/σ′-logNf曲线,为在以上地区进行液化判别提供了重要的基础资料,同时也为研究其它的地区相同土质的振动性能提供借鉴。 相似文献
2.
Application of an optimum design technique for determining the coefficient of consolidation by using piezocone test data 总被引:4,自引:0,他引:4
For normally consolidated clay, several researchers have developed a number of theoretical time factors to determine the coefficient of consolidation from piezocone test results. However, depending on assumptions and analytical techniques, it could vary considerably, even for a specific degree of consolidation. In this paper a method is proposed to determine a consistent coefficient of consolidation by applying the concept of an optimum design technique over all ranges of the degree of consolidation. Initial excess pore pressure distribution is assumed to be capable of being obtained by the successive spherical cavity expansion theory. The dissipation of pore pressure is simulated by means of a two-dimensional linear-uncoupled axi-symmetric consolidation analysis. The minimization of differences between measured and predicted excess pore pressure was carried out by the BFGS unconstrained optimum design algorithm with a one-dimensional golden section search technique. By analyzing numerical examples and in-situ test results, it was found that the adopted optimum design technique gives consistent and convergent results. 相似文献
3.
The recovery of drill cores involves changes in pressure and temperature conditions, which inevitably alter the mechanical properties of unlithified sediments. While expansion from unloading after core recovery is well studied, the effects from cooling on standard geotechnical tests are commonly neglected. Along the central portion of the Nankai margin sediments were recovered from high in-situ temperatures of up to 110 °C during IODP Leg 190. So far, the interpretation of the consolidation state of the Lower Shikoku Basin facies (LSB) entering the accretionary Nankai margin is ambiguous. Results from laboratory consolidation tests at room temperature show high pre-consolidation stresses. These were interpreted as hardening caused by cementation, while the field-based porosity vs. depth trend points towards normal consolidation. As an explanation for this discrepancy, the change of the mechanical properties by cooling from in-situ to laboratory conditions is proposed. In this paper, the results of a thermo-mechanical model are compared to published field data. This comparison suggests that the observed hardening is at least partially an artefact from cooling during core recovery, and that the strata may be considered normally consolidated to slightly overconsolidated. The latter can be explained by minor cementation or the influence of secondary consolidation. The results suggest that cooling from high in-situ temperatures may be important for the interpretation of the consolidation state of other sedimentary successions elsewhere. 相似文献
4.
Sudhir Kumar Tewatia Pratima Rani Bose Asuri Sridharan Sunanda Rath 《Geotechnical and Geological Engineering》2007,25(2):239-255
It is shown that time compression curve obtained from one-dimensional consolidation curve in the laboratory may include six
phases. These are initial compression, first primary compression, transition from first primary compression to second primary
compression, second primary compression, and transition from second primary compression to creep and lastly creep. This paper
attempts to identify the quantitative beginnings and characteristics of these phases. A mathematical characteristic of all
the soils that follow primary consolidation as per Terzaghi’s one dimensional consolidation theory is derived. It is known
as the constant of primary consolidation. It is used to study the beginning of secondary consolidation and its effects on
primary consolidation. Another characteristic of soils for creep and total absence of primary compression is derived. Methods
are suggested for the determination of coefficients of Primary and Secondary consolidations and the compression index. 相似文献
5.
6.
This paper presents a semi-analytical solution to one-dimensional consolidation of viscoelastic unsaturated soils with a finite thickness under oedometric conditions and subjected to a sudden loading. The solution is obtained by using Lee’s correspondence principle based on the semi-analytical solution to one-dimensional consolidation of elastic unsaturated soils. The boundary contains the top surface permeable to water and air and the bottom impermeable to water and air. A typical example is given to show the evolution of excess pore-air and pore-water pressures as well as the total degree of consolidation of the soil layer with time for different ratios of air–water permeability coefficient, elastic modulus and viscoelastic coefficient. The one-dimensional consolidation behavior of viscoelastic unsaturated soil is discussed according to the semi-analytical solution. These results contribute to a better understanding of the consolidation behavior of viscoelastic unsaturated soils. 相似文献
7.
本文主要介绍了2013年中国土地学会学术年会上提出的15个重要观点,包括:新型城镇化是不以损害农民权益为代价的城镇化;不能因为二元经济结构以及土地用途管制制度存在问题,就剥夺了农民流转土地的权利;“法外经济”已呈燎原之势;在土地资源配置和权利配置中,应相机处理公平与效率的关系;注意区分两种性质的房产税;土地整治规划应是新农村建设的落地规划;建立耕、园、林、草大土地整治模式;探析生态用地内涵有利于将可持续发展观贯穿于规划的全过程;土地整治现场调查评价工作应当配备先进技术;结构方程模型为土地整治项目的社会效益评价提供了一种新的思路与方法;全排列多边形图示指标法适宜于作挂钩适宜性评价;开展城镇工矿建设用地整治应适时、适度、适量;货币补偿和提供新宅基地对农户行为具有明显的积极影响;土地整治公众参与不尽人意的四大原因;适时组建土地整治行业协会。 相似文献
8.
Instability and geotechnical problems of the Buddha niches and surrounding cliff in Bamiyan Valley,central Afghanistan 总被引:2,自引:0,他引:2
This paper describes the slope-instability processes and geological hazards affecting the historical site of Bamiyan, central Afghanistan, a major world-cultural heritage site. Here, two standing Buddhas carved in rock during the 2nd–4th centuries A.D. were destroyed by the Taliban in March 2001. There are very evident slope instabilities resulting from both explosions and natural processes: rock slides and rock falls had already occurred in the past and most areas are prone to collapse. Under the coordination of UNESCO, field data were collected and laboratory tests were performed to determine mechanisms for potential evolution of the cliff and niches. Areas of greatest instability, based on the field survey and data interpretation for both the small and great Buddha niches and surrounding cliff, were determined. This information helps to identify the most suitable method for restoration, in accord with the high cultural value of this site. 相似文献
9.
固结试验是研究软土动力特性的重要环节,固结时间是影响软土动力特征参数的重要因素。围绕岩土工程及科研工作中对动三轴试验中固结时间影响规律的认识较为模糊的问题,拟对天津滨海软土开展动三轴平行试验,分别采用8h、12h、24h、48h进行固结,针对软土的最大动剪切模量Gmax、最大阻尼比λmax及动剪切模量比Gd/Gmax和阻尼比λ随动剪切应变γd的变化规律,分析固结时间对软土动力特性参数的影响。试验结果表明:Gmax、λmax、Gd/Gmax-γd曲线、λ-γd曲线受固结时间的影响较为显著。Gd/Gmax-γd曲线随着固结时间的增加而减小。阻尼比试验结果表明动剪切应变存在明显的分界点,分界点以下,中长期固结时间所得阻尼比较大,而分界点以上,短期固结时间所得阻尼比较大。 相似文献
10.
Tung-Lin Tsai 《Environmental Geology》2009,57(5):1055-1064
In this study, the viscosity effect on consolidation of poroelastic soil due to groundwater table depression is examined.
A viscoelastic consolidation numerical model is developed to conduct this examination. By nondimensionalizing the governing
equations the viscosity number that depends on hydraulic conductivity, viscous moduli, and thickness of soil is obtained to
represent the viscosity effect on consolidation of poroelastic soil. The case of clay stratum sandwiched between sandy strata
subjected to sudden and gradual groundwater table depressions is used to investigate the importance of viscosity effect to
poroelastic consolidation. The results show that the displacement and pore water pressure of clay stratum are strongly related
to the viscosity effect. The overestimation of soil displacement will occur if the viscosity effect is neglected. Hence, the
viscosity effect needs to be considered in modeling consolidation of poroelastic soil under groundwater table depression. 相似文献