共查询到20条相似文献，搜索用时 25 毫秒
1.
Pijush Samui Pradeep Kurup S. Dhivya J. Jagan 《Geotechnical and Geological Engineering》2016,34(2):579-584
First order reliability method (FORM) is generally used for reliability analysis in geotechnical engineering. This article adopts generalized regression neural network (GRNN) based FORM, Gaussian process regression (GPR) based FORM and multivariate adaptive regression spline (MARS) based FORM for reliability analysis of quick sand condition. GRNN is related to the radial basis function (RBF) network. GPR is developed based on probabilistic framework. MARS is a nonparametric regression technique. A comparative study has been carried out between the developed models. The performance of GPR based FORM and MARS based FORM match well with the FORM. This article gives the alternative methods for reliability analysis of quick sand condition. 相似文献
2.
水进砂在水进过程中被侵蚀、淘洗、搬运,其沉积特征明显有别于背景砂体,表现出明显的穿时性。水进砂的发现完善了层序地层学理论,同时它在油气储存运移、原油物性预测以及油气勘探开发方面也有重要价值。本文从砂体的性质、来源、所处背景砂体的环境以及发育的构造条件4个方面对水进砂进行了分类,并总结了具代表性的形成机制：地层响应模型、水进型三角洲模型、海侵—海退模型、水动力模型、下切谷模型和潮汐改造的沙脊模型。近年来,相关学者在传统沉积学的基础上,又运用水动力学、遗迹学和不整合面识别等比较独特的方法对水进砂进行了研究。未来水进砂的研究工作将不再局限于海相砂体中,同时将运用更精细的方法对水进砂进行更深入的研究。 相似文献
3.
砂岩透镜体油气藏成因机理与模式 总被引：1，自引：0，他引：1
泥岩层的幕式压实/压裂现象和砂岩透镜体中沸腾包裹体的发现,证明了该类圈闭成藏过程中超压流体幕式充注机制的存在。综合考虑油气运聚的动力与作用方式、输导格架类型与流体流动样式、成藏特征、运聚机理和成藏模式,将砂岩透镜体动力学成因类型划分为毛细管力-超压联控型和超压单控型。对砂岩透镜体中的流体排放机制进行了探讨,并认为处于强超压状态的砂岩透镜体油气藏可能存在侧向和垂向两种流体排放模式。 相似文献
4.
N. Stark R. Wilkens V. B. Ernstsen M. Lambers-Huesmann S. Stegmann A. Kopf 《Geotechnical and Geological Engineering》2012,30(1):1-14
The societal usage of coastal zones (including offshore wind energy plants, waterway deepening, beach conservation and restoration)
is of emerging importance. Sediment dynamics in these areas result in sandy deposits due to strong tidal and wave action,
which is difficult to simulate in laboratory geotechnical tests. Here, we present data from in situ penetrometer tests using
the lightweight, free-fall Nimrod penetrometer and complementary laboratory experiments to characterize the key physical properties of sandy seafloors in areas
dominated by quartzose (North Sea, Germany) and calcareous (Hawaii, USA) mineralogy. The carbonate sands have higher friction
angles (carbonate: 31–37°; quartz: 31–32°) and higher void ratios (carbonate: 1.10–1.40; quartz: 0.81–0.93) than their siliceous
counterparts, which have partly been attributed to the higher angularity of the coral-derived particles. During the in situ
tests, we consistently found higher sediment strength (expressed in deceleration as well as in estimated quasi-static bearing
capacity) in the carbonate sand (carbonate: 68–210 g; quartz: 25–85 g), which also showed a greater compressibility. Values
were additionally affected by seafloor inclination (e.g., along a sub-aqueous dune or a channel), or layering in areas of
sediment mobilization (by tides, shorebreak or currents). The study shows that the differences in in situ measured penetration
profiles between carbonate sands and quartz sands are supported by the laboratory results and provide crucial information
on mobile layers overlying sands of various physical properties. 相似文献
5.
The threshold condition and mass flux of aeolian sediment transport are the essential quantities for wind erosion prediction, dust storm modeling and geomorphological evolution, as well as the sand control engineering design. As a consequence, they have long been the key issues of windblown sand physics. Early researches on aeolian sediment transport focus mainly on steady transport process. While recently, synchronous, high frequency measurements show that wind field in atmospheric boundary layer is always unsteady, showing up as intense fluctuation of wind speed, which thus results in the intense spatial-temporal variability of aeolian sand transport. It has been proven that unsteady sand/dust transport is closely related with boundary layer turbulence and affects significantly the determination of threshold condition and the prediction of aeolian transport rate. The researches of experiment, theory analysis and numerical simulation on unsteady sand/dust transport in recent two decades are reviewed. Finally, open questions and future developments are suggested. 相似文献
6.
冻结砂土在动荷载下的蠕变特征 总被引：9，自引：3，他引：6
通过分析不同试验条件下的蠕变过程曲线,探讨了冻结砂土在动荷载下的蠕变模型,分析了最大加载应力,温度及加载频率对冻土蠕变破坏应变,破坏时间和最小蠕变速率的影响.结果表明,当最大加载应力变大时,破坏应变增加,破坏时间缩短,最小蠕变速率变快;加载条件相同时,温度越低,破坏应变越小,破坏时间越长,最小蠕变速率越小;加载频率变化时,最小蠕变速率的变化无明显规律,都在一个量级范围内,当频率变大时,最小蠕变速率略有变小的趋势.频率增加,破坏时间缩短,破坏应变减小.频率小于7Hz时,频率对破坏应变和破坏时间影响较大,而当频率大于7Hz时,随频率加快,破坏时间和破坏应变只略有减小. 相似文献
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10.
为了研究颗粒配比对风积砂中毛细现象的影响,本文通过9种不同颗粒配比的风积砂进行室内竖管法毛细水上升高度试验,得出了如下结论:(1)在单一砂样试验中,粗砂(粒径0.5～2 mm)、中砂(粒径0.25～0.5mm)、细砂(粒径0.075～0.25 mm)、粉土(粒径<0.075 mm)的最大毛细水上升高度分别为7.5 cm、16.0 cm、30.5cm、98.0 cm;(2)在混合砂样试验中,中砂和粉土以9:1、8:2、7:3、1:1混合,最大毛细水上升高度分别为32.0 cm、51.0 cm、71.0 cm、73.0 cm。揭示了风积砂平均粒径越小,最大毛细水上升高度越高,并建立了风积砂毛细水上升高度h(cm)-时间t(min)lnh=a(lnt)2+b(lnt)+c形式的预测模型,其中a、b、c是与风积砂物理性质有关的物理量,为生态保护及工程应用提供参考依据。 相似文献
11.
针对微生物诱导碳酸钙沉积 (MICP)固化钙质砂脆性强、抗拉强度低等问题,通过制备“8”字形MICP固化钙质砂试样并开展直接拉伸试验,对纤维加筋的改善作用、纤维-MICP联合加固机理及纤维掺量、纤维长度等影响因素进行了研究。结果表明：纤维加筋能够显著提高抗拉强度、峰值位移和残余强度,减轻峰值强度点的脆性破坏现象,但受纤掺量和长度的影响,总的来说,抗拉强度随纤维掺量的增加和长度的加长呈先增后减的趋势。相比无纤维试样,添加最优纤维掺量（0.6%）时,试样的抗拉强度增长了172.4%,峰值变形提升了158.1%。机理可解释为纤维增加了微生物的吸附量,促进碳酸钙在纤维与钙质砂之间以及纤维表面的沉积,增大纤维与钙质砂之间的界面作用力,整体提升钙质砂的抗拉强度特性。纤维的添加能够显著改变试样的变形特征,无纤维添加试样曲线仅有初始误差阶段和弹性阶段两个阶段,添加纤维后曲线表现为四个阶段包括初始误差阶段、弹性阶段、损伤破坏阶段和残余阶段。纤维掺量影响的内因是纤维与钙质砂的界面作用力和纤维空间分布状态随纤维掺量的变化而变化,纤维长度的影响主要和破坏面附近纤维数量和单位长度所能承担的拉应力相关。研究成果对以钙质砂为地基的岛礁工程的稳定性、安全性具有一定的指导意义。 相似文献
12.
从沉积环境入手,依据岩芯、铸体薄片、测井解释、压汞试验、物性分析等资料,并结合区域地质背景对塔里木盆地北部轮南地区石炭统卡拉沙依组砂泥岩段S3砂组进行了研究。结果表明：该区砂泥岩段S3砂组优质储层的岩性为岩屑砂岩、含砾不等粒砂岩、粉砂岩等;储层孔隙类型以粒间孔、粒间溶孔为主,发育少量粒缘缝;碳酸盐岩胶结物在轮南地区砂泥岩段S3砂组储层中较为普遍;钙质体积分数较高。钙质主要以方解石、铁方解石、铁白云石胶结物的形式存在;优质储层的分布受控于沉积环境,集中发育在砂泥岩段S3砂组上部的三角洲前缘相的分流河道与前缘席状砂和砂泥岩段S3砂组下部潮坪相的潮道和砂坪微相里,所以这些区域是油气勘探的重点目标区。 相似文献
13.
AyadMohammedFadhil 《中国地质大学学报(英文版)》2002,13(1):67-72
This study was carried out at Sand Dunes Stabilization Researches Station in Baiji district (230km north of Baghdad,Iraq) to evaluate the effects of local soil conditioners manufactured from oil derivatives and plant residuals on sand dunes fixation as the first step for sand dunes stabilization.The results indicate that the fuel oil has the first place in improving wind erosion parameters in the study area,such as increasing mean weight diameter,dry aggregates percentage,the needed time for complete disaggregation by dry sieving,and decreasing the disaggregation rates.Bitumen emulsion occupies the second place ,while the plant residuals occupies the third place and has slight effects on the studied pa-rameters.Effects of conditioners on natural vegetation cover are negative in oil derivatives treatments,while positive in plants residuals treatments. 相似文献
14.
在砂性及粉砂性土层中，成孔过程难以自然造浆，即成孔泥浆中胶体率不足，无法靠泥浆中的胶体自然形成护壁泥皮及将成孔渣屑带出孔外。结合上海闸北区某工程钻孔灌注桩成孔情况，对灌注桩在砂性、粉砂性土层中的施工要点进行丁总结。 相似文献
15.
The study is concerned with the influence of various factors on vibro compaction in calcareous soils, This include effect
of carbonate content, and influence of pore water pressures in sand, settlements during vibrocompaction, vibroaccelerations
during sand column installation compared to earthquake accelerations and finally the liquefaction design based on average
CPT parameters. Previous experiences with calcareous sands and literature review confirm the necessity to apply a correlation
factor for calcareous material to the raw cone penetration resistance CPT values obtained in the field. Because of the very
fragile grains of the Dubai calcareous sands the penetration resistance will be influenced by crushing and grinding. To accommodate
for effect of calcareous sands on measured CPT values, a best fit correlations formula called here “correlation factor” is
developed. A parametric dynamic triaxial liquefaction testing programme has been executed on representative samples with loose
and dense zones. Representative testing parameters for field conditions and earthquake design accelerations have been applied
indicating that ground improvement is necessary. It was observed during the dynamic triaxial tests that the whole soil mass
consisting of dense columns and looser zones in between behaves jointly, and therefore compaction control using an average-CPT
approach is possible. 相似文献
16.
内蒙古地区冬季积雪厚,春季气温回升快,大量雪水浸入边坡及挡土墙墙背的细砂层中,由于上部护坡和下部挡墙的排水孔多数堵塞,地下水无法排出.融化雪水沿土坡表面产生渗流,导致边坡变形失稳.地下水位上升时,挡土墙墙后严重积水,按水土分算原则计算作用在挡墙上的水土压力增大,挡墙极易滑移. 相似文献
17.
Loose saturated cohesionless soils are most susceptible to liquefaction, however there are strong historical evidence suggesting that soils containing fines such as silty sands are also prone to liquefaction during earthquakes. The liquefaction of silty sands has been observed in a number of recent case studies. This paper presents the effects of fine silts on liquefaction potential of sandy soil. Tests have been conducted on the vibration table at different accelerations and pore water pressure is measured. During the lab investigation, locally (Roorkee, India) available Solani Sand and Dhanauri Silt have been used. The soil samples have been prepared by varying silt content and the initial relative density. The results of the study performed are used to clarify the effects of non-plastic fines content on the Solani sand. As the silt content increases, the number of cycles required to produce maximum pore water pressure increases. For a particular level of excitation, rate of pore water pressure generation is maximum at critical silt content. It is observed that critical silt content to generate maximum pore water pressure is different for different accelerations. Further, effect of silt content is very much dependent on relative density. 相似文献
18.
The paper presents the results of the study which influence the use of recycled waste expanded polystyrene foams (EPS), as a lightweight material used with river sand. In this study, thermally modified waste EPS have been used. The waste EPS were put in an oven at 130 °C through 15 min to obtain modified expanded polystyrene (MEPS). The influences of MEPS on compaction properties such as maximum dry density and optimum moisture content were investigated. For this purpose, five series of compaction tests were carried out. MEPS were added to river sand at 5, 10, 15, and 20 % by weight. The test results showed that addition of 20 % MEPS in sand reduces the density of mixture almost 50 %. MEPS can be an alternative light weight fill material for geotechnical applications. 相似文献
19.
Erdin Ibraim Herve Di Benedetto Thiep Doanh 《Geotechnical and Geological Engineering》2009,27(1):181-191
Recent laboratory and field experiments have confirmed that sand does indeed exhibit time-dependent behaviour. Based on these
findings, it was considered necessary to revisit some of the published experimental results on the static liquefaction phenomenon
of loose anisotropic Hostun RF sand. Time-dependency might have had a significant influence on the observed undrained response
of anisotropic consolidated sand specimens. Specific triaxial tests have been performed and a qualitative analysis is presented
in this paper. It is shown that, despite the differences on the anisotropic consolidation path employed, different specimens
show qualitatively identical undrained responses if creep periods are performed at identical test stages or if the anisotropic
consolidation takes place very slowly. With time, the undrained stiffness and strength are considerably improved and this
may explain why the static liquefaction phenomenon is not as common in practice as could be predicted based on an instability
line concept. Whereas the original instability line concept was developed independently of time-dependency, in field situations,
the liquefaction resistance of the sand can increase with time. 相似文献
20.
The axial capacity of novel spun-cast ductile iron (SCDI) tapered pile fitted with a lower helical plate is investigated. Seven instrumented piles, five SCDI tapered and two steel straight shafts, were installed in sand soil using mechanical torque. The piles were tested under axial compressive loading and their ultimate capacities were determined. To assess the cyclic loading effect on the piles performance, two load sequences were adopted: four piles were subjected to monotonic loading, and three were subjected to initial cyclic loading followed by monotonic loading. The installation torque was monitored and the resulting capacity-to-torque ratio was compared to the literature reported values. Tapered helical piles displayed a stiffer response and yielded higher capacities compared to the straight ones. Strain gauges were used to evaluate the piles load transfer mechanism, and demonstrated increased shaft resistance due to the pile taper. The taper helped compact the sand within the zone adjacent to the pile, originally disturbed by the helix penetration, hence increased the soil strength and stiffness. These effects were prominent for larger ratio of shaft/helix diameter. Finally, 3D finite element analyses were conducted to evaluate the axial performance of the system and demonstrated its enhanced frictional resistance. The experimental and numerical results confirmed the superior performance of the proposed system in sands. 相似文献