29 resultados para upplevelser Key words: Experiences


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Liu Qingquan, Singh V.P

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A fractal approach was proposed to investigate the meso structures and size effect of metallic foams: For a series At foams of different relative densities, the information dimension method was applied to measure meso structures. The generalized sierpinski carpet was introduced to map the meso structures of the foam according to specific dimension. The results show that the fractal-based model can not only reveal the variation of yield strength with specimen size, but also bridge the meso structures and mechanical proper-ties of Al foams directly. Key words: metallic foams; fractal; size effect; meso structures

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The recent application of large-eddy simulation (LES) to particle-laden turbulence requires that the LES with a subgrid scale (SGS) model could accurately predict particle distributions. Usually, a SGS particle model is used to recover the small-scale structures of velocity fields. In this study, we propose a rescaling technique to recover the effects of small-scale motions on the preferential concentration of inertial particles. The technique is used to simulate particle distribution in isotropic turbulence by LES and produce consistent results with direct numerical simulation (DNS). Key words: particle distribution, particle-laden turbulence, large-eddy simulation, subgrid scale model.

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                 第一部分 利用减法杂交和RACEs从水稻中克隆了一个编码含有脯氨酸和苏氨酸丰富结构域多肽的cDNA,其相应的基因被命名为RA68。RA68由3个外显子和2个内含子组成,编码的蛋白由219个氨基酸残基组成。该蛋白由一个21个氨基酸残基组成的信号肽,一个亲水性的N-端结构域和一个疏水性的C-端结构域组成。 N端结构域是一段嵌合PTPTSYG motif的富含脯氨酸和苏氨酸的序列。 Southern杂交和序列分析结果表明RA68在水稻基因组中以单拷贝存在,定位于第2号染色体。Northern杂交结果表明RA68在幼芽和花中表达量较高,在根和叶中不表达。原位杂交分析结果表明:在幼苗期RA68 主要在幼芽胚芽鞘的内外层细胞和幼叶原基的表层细胞中表达;转入生殖生长期后,在花序分生组织、枝梗原基顶端、花器官原基、大孢子囊和花粉粒中表达。用GFP作报告基因,用洋葱表皮细胞进行的瞬间表达测试结果显示RA68蛋白定位于细胞核中。转反义RA68水稻植株抽穗期比对照野生型延迟30天左右。这些结果表明RA68可能是水稻花分生组织特征基因,在成花转变过程中起作用。                    第二部分 通过RACE和RT-PCR方法分离了水稻OsUBP1基因,其推测编码蛋白含有UBP结构域(Cys Box和His Box)和TopⅥA结构域。RT-PCR分析结果表明OsUBP1在转录过程中通过可变剪接产生多个不同的转录本,这些转录本在叶、根、颖花和幼芽中存在着时空调节表达模式,每种组织中的转录本是不一样的。这些转录本内含子剪切位点除了经典的GT-AG外,还有GC-AG、CT-AC、TT-GA、GT-GA和CT-GA。由于发生了GC-AG的可变剪切产生了OsUBP1的重要功能结构域Cys Box。水稻OsUBP1基因和OsSPO11-1基因位于11号染色体的同一基因座位上。原位杂交分析表明,在花中OsUBP1 mRNA 主要在药壁绒毡层、花粉粒、大孢子囊和颖花底部维管束中表达。转反义OsUBP1植株大多不能正常结实,这说明OsUBP1可能参与水稻的育性调节。 关键词

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大豆是我国最重要的油料作物之一,在我国的农业乃至幽民经济中占有重要地位。但是,由于我国人豆品质较差、产量较低,严重地影响着我国的大豆牛产及其在国际市场上的竞争力。农杆菌介导的转基因方法是大豆改良的最简便和最经济的方法之一,然而大豆基因转化效率低一直是大豆基因工程的主要限制因素。本研究以含有GUS报告基因和NPT II筛选基因的农杆菌1301侵染大豆子叶节和下胚轴,并用组织化学定位法测定GUS基因在叶节和下胚轴上瞬时表达,研究了抗氧化剂对提高大豆基因转化效率的影响,为建立大豆高效基因转化体系奠定基础。 以子叶节为外植体,用农杆菌侵染和共培养后进行GUS染色,观察其瞬时表达情况。在培养基中不含抗氧化剂的情况下,子叶节上未发现染色点,仅在下胚轴侧面有极少染色点。而在培养基巾含有抗氧化剂的情况下,外植体上产生了人量GUS染色点,其中大部分位于下胚轴处,子叶节部位几乎很少被染色。这说明下胚轴比f叶节更容易接受外源基因。本论文分别以子叶节和下胚轴为外植体进行研究。 以子叶节为外植体,在抗氧化剂作用下用农杆菌侵染,诱导丛生芽,在含有潮霉素的筛选培养基上培养,以筛选抗性苗。实验只得到一株抗性幼苗。 为了进一步研究抗氧化剂对GUS暴凶在下胚轴中瞬时表达的影响,我们特别以下胚轴为外植体,测定了多种条件下的瞬时表达率情况。 我们研究了共培养时间对大豆下胚轴基因瞬时表达率的影响,通过确定合适的共培养时间以获得最佳转化率。在共培养2天后,GUS基因的表达率是8%,但是在3天后,GUS基因瞬时表达率大幅度上升,达到23.4%。随后两天GUS基因瞬时表达率没有太大变化,因此,大豆下胚轴的GUS基因瞬时表达的最适共培养时间为3天。 农杆菌再悬浮液稀释浓度对大豆下胚轴GUS基因瞬时表达也有较大影响:再悬浮培养基与农杆菌菌液等体积时,GUS基因瞬时表达率最高,随稀释浓度提高,转化效率降低。这说明随农杆菌菌液浓度提高,侵染几率增加,从而提高了GUS基因的瞬时表达率。 很多研究表明大豆基因转化存在很大的品种问差异,我们选择了四种基因型差异较大的品种在上述最佳条件下分别测定了GUS基因瞬时表达率,但没有发现品种之间存在显著差异,说明抗氧化剂在大豆下胚轴基因转化中具有品种普遍适用性。 上述研究结果表明抗氧化剂能够大大促进GUS基因在下胚轴的瞬时表达,这对于今后开展大豆基因组研究和品质改良工作具有一定意义。

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近年来,东中国海赤潮灾情严重,且74.7%的赤潮集中在 30°30′~32°00′N、122°15′~123°10′E的“赤潮高发区”。在研究该区赤潮成因时,长江口沿岸上升流的影响越来越受到人们的关注,并被一些专家观测和研究。但目前为止,针对该区营养盐动力学特征及其对叶绿素a影响的研究较少,且不系统。 本文根据2004年四个季度月的调查资料,系统地探讨了长江口上升流区营养盐动力学特征;估算了上升流的营养盐通量,并和陆源输入通量进行了比较。初步探讨了上升流对该区营养盐结构和浮游植物生长的影响。为深入研究长江口富营养化和赤潮形成机制提供了参考。 结果表明春季在122°20′~123°00′E,31°00′~32°00′N以北海域存在低温、高盐、低溶解氧的沿岸上升流。它不但可把底层高含量磷酸盐输送到10m层以上海区,而且还为上层海区输入了相对低含量硝酸盐和硅酸盐,从而改善了上层营养盐结构,使得营养盐比值接近Redfield Ratios,同时还改善了上层的透明度;从而有利于浮游植物的繁殖。夏季上升流受到强大的长江冲淡水压制,表现不如春季明显,主体水团出现在122°20′~123°00′E,31°15′~31°50′N海区10m层以下。 在秋、冬季,上升流现象被更强的对流现象所掩盖,表现为台湾暖流表层水的入侵。表、底层水域不仅温、盐度分布十分接近,而且营养盐结构差异也较小。冬季台湾暖流水中的磷酸盐含量远比秋季高,与春、夏季上升流水团中磷酸盐含量接近。硝酸盐和硅酸盐含量比秋季稍高,比春、夏季上升流水团中的含量稍低。 叶绿素a季节性分布表明,在春、夏季的10m层以下水域,叶绿素a受到透明度限制,含量相差不大;而在表层和10m层之间,春季叶绿素a的含量远高于夏季,说明春季的营养盐结构和自然条件更有利于浮游植物的繁荣生长。在秋季台湾暖流水影响的区域,表层叶绿素a含量较夏季稍低。而冬季该区叶绿素a含量则是最低的。 对长江口上升流水团春季营养盐通量的计算结果表明,上升流水团中磷酸盐输送通量远远高于长江径流输入,是其径流通量的两倍以上,可能会成为影响该海区磷酸盐分布以及浮游植物生长的一个值得关注的因素。 关键词:上升流,营养盐动力学,营养盐结构,叶绿素a,长江冲淡水

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本文利用ICP-AES、EPMA、X-ray衍射等测试技术以及聚类分析和因子分析等多种数理统计方法,系统地对中太平洋海区富钴结壳的元素地球化学特征、矿物组成和微观组构进行了研究,并探讨了其成因机制,获得以下主要认识: 1中太平洋海区富钴结壳类型多样,均为水成成因,其矿物相主要由锰矿物相、铁矿物相和非金属矿物相组成;富钴结壳壳层发育多种原生和次生构造类型。 2磷酸盐化作用不仅强烈改变富钴结壳元素初始含量,而且造成富钴结壳某些元素间的相关性发生改变,这些敏感型元素对可用于指示富钴结壳是否发生磷酸盐化。在不同水深段内,未磷酸盐化型富钴结壳的主要元素随经向、纬向的变化趋势相似,表明其受水体化学障、表面生产力和物质来源等环境参数控制;而随水深的变化则具有区域一致性,表明水体化学具有区域成层性。 3未磷酸盐化富钴结壳稀土元素含量和轻重稀土分馏程度随水深发生规律变化,这种变化不仅与它们在海洋中的含量和行为有关,也与海洋背景颗粒的吸附有关;铈(Ce)在富钴结壳中基本上呈4价,且动力学因素控制了其富集过程,因此Ce异常不能用于指示富钴结壳形成环境的氧化程度。 4基于富钴结壳微层呈锯齿状且同一微层生长速率不同,提出了富钴结壳在各种基底表面生长以及后继发育过程受固液界面双电层控制的发育模式。在富钴结壳整个发育过程中,经历了从贫氧环境向富氧环境的转变,但微环境则呈富氧-低氧过程的交替。 关键词: 富钴结壳;中太平洋;元素地球化学;界面双电层

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The stability and derailment behavior analysis of railway vehicle system has been discussed by many papers in the past. In stability, give first place to consider hunting behavior of vehicle, therefore most of papers was only consider lateral and yaw motion, but vertical motion is the important factor in derailment behavior, and it will be quite effect in stability. We will probe the running stability and derailment behavior of railway vehicle moving on the viaduct in this paper. In this paper, we use Nadal’s formula to get the derailment quotient. In this paper, the railway vehicle is considered to be three subsystems, carbody, bogie and wheelset. There are secondary suspension systems between carbody and bogies, and primary suspension systems connecting bogies and wheelsets. A vehicle with vertical, lateral, roll, and yaw directions motion is considered to derive the mathematical equations. A vehicle with three-dimensional model has 16 degrees of freedom is used to develop the equations of train motion. In this study, results show that the track shift force and derailment factor increase with an increase of ground acceleration. But for the track shift force and derailment factor, the effects of track irregularities and train speed are very small. Key words: earthquake, railway vehicle, viaduct, derailment factor.

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Attaining sufficient accuracy and efficiency of generalized screen propagator and improving the quality of input gathers are often problems of wave equation presack depth migration, in this paper,a high order formula of generalized screen propagator for one-way wave equation is proposed by using the asymptotic expansion of single-square-root operator. Based on the formula,a new generalized screen propagator is developed ,which is composed of split-step Fourier propagator and high order correction terms,the new generalized screen propagator not only improving calculation precision without sharply increasing the quantity of computation,facilitates the suitability of generalized screen propagator to the media with strong lateral velocity variation. As wave-equation prestack depth migration is sensitive to the quality of input gathers, which greatly affect the output,and the available seismic data processing system has inability to obtain traveltimes corresponding to the multiple arrivals, to estimate of great residual statics, to merge seismic datum from different projects and to design inverse Q filter, we establish difference equations with an embodiment of Huygens’s principle for obtaining traveltimes corresponding to the multiple arrivals,bring forward a time variable matching filter for seismic datum merging by using the fast algorithm called Mallat tree for wavelet transformations, put forward a method for estimation of residual statics by applying the optimum model parameters estimated by iterative inversion with three organized algorithm,i.e,the CMP intertrace cross-correlation algorithm,the Laplacian image edge extraction algorithm,and the DFP algorithm, and present phase-shift inverse Q filter based on Futterman’s amplitude and phase-velocity dispersion formula and wave field extrapolation theory. All of their numerical and real data calculating results shows that our theory and method are practical and efficient. Key words: prestack depth migration, generalized screen propagator, residual statics,inverse Q filter ,traveltime,3D seismic datum mergence

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Static correction is one of the indispensable steps in the conventional onshore seismic data processing, particularly in the western part of China; it is theoretically and practically significant to resolve the issue of static correction. Conventional refraction static correction is put forward under the assumption that layered medium is horizontal and evenly distributed. The complicated nature of the near surface from western part of China is far from the assumption. Therefore, the essential way to resolve the static correction problem from the complex area is to develop a new theory. In this paper, a high-precision non-linear first arrival tomography is applied to solve the problem, it moved beyond the conventional refraction algorithm based on the layered medium and can be used to modeling the complex near surface. Some of the new and creative work done is as follows: One. In the process of first arrival tomographic image modeling, a fast high-order step algorithm is used to calculate the travel time for first arrival and ray path and various factors concerning the fast step ray tracing algorithm is analyzed. Then the second-order and third-order differential format is applied to the step algorithm which greatly increased the calculation precision of the ray tracing and there is no constraint to the velocity distribution from the complex areas. This method has very strong adaptability and it can meet the needs of great velocity variation from the complicated areas. Based on the numerical calculation, a fast high-order step is a fast, non-conditional and stable high-precision tomographic modeling algorithm. Two, in the tomographic inversion, due to the uneven fold coverage and insufficient information, the inversion result is unstable and less reliable. In the paper, wavelet transform is applied to the tomographic inversion which has achieved a good result. Based on the result of the inversion from the real data, wavelet tomographic inversion has increased the reliability and stability of the inversion. Three. Apply the constrained high-precision wavelet tomographic image to the static correction processing from the complex area. During tomographic imaging, by using uphole survey, refraction shooting or other weathering layer method, weathering layer can be identified before the image. Because the group interval for the shot first arrival is relatively big, there is a lack of precision for the near surface inversion. In this paper, an inversion method of the layer constraint and well constraint is put forward, which can be used to compensate the shallow velocity of the inversion for the shot first arrival and increase the precision of the tomographic inversion. Key words: Tomography ,Fast marching method,Wavelet transform, Static corrections, First break

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After systemic investigation of the techniques,route lines and mechanisms about the remaining oil,the dynamic migration and congregation behavior of the remaining oil are discussed on base of interaction between flowing and enriching of water and oil.After the micro-scope modeling of the fluid flow in porous media and the changes in petrol-physical properties of the flowing system, the characters of fluid fields and the dynamic distribution of oil are discussed, among which the preference-flowing is focused on. Based on the preference-flowing in porous media, the concept of the preference-flowing channels is developed. According to above, heterogeneous distribution of water and oil in the field and dynamic mechanism of remaining oil are all obvious. media can be divided into three kinds, directional, stochastic, arbitrary porous media. The main research results are as following: 1. Treating the characteristic parameters such as permeability, porosity and wettability as regional parameter, the fluid field with high water-cut has been established by geostatistical method, among which the difference of flowing pores and the changes of its petrol-physical properties during flooding are studied. 2. The flow process of water and oil are recurrent in physical simulation experiments, in which the mechanisms and phenomena are caught and analyzed. Fluid flow mechanics in porous media with preference-flowing channels have been studied. 3. The mutual coupling between water and oil is induced and the mathematical evolution equations including this interaction were built. . 4. Through coupling effect between flowing water and oil, the dynamic migration and congregation behavior of remaining oil depend upon this coupling. 5. Coupling between water and oil act as driving force and trapping force for the remaining oil. The coupling model of thesis has been verified by simplified the numerical model and compared results with Ng35 oil reservoir in Gudao oil field, it has important theoretical and application values for improving precision of remaining oil and production performance prediction, and is a new method for studying the mechanics of remaining oil in channeled porous media has been established. Key words:flow field,high water-cut,coupling,dominant flow in porous media,remaining oil

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Prediction of Carbonate Reservoir Based on the Elastic Parameter Analysis Zhang Guangzhi (Solid Geophysics) Directed by Professor Liu Hong Abstract With the exploration and development of Puguang Oilfield, oil-gas exploration of carbonate rock in China has shown good prospects. Research on earthquake prediction methods for carbonate reservoir becomes the key of oil and gas exploration. Starting with analysis of geological characteristics of carbonate rock, prestack AVO inversion method, prestack elastic impedance inversion and parameter calculation method and seismic attribute extraction and optimization method were studied based on the analysis of rock physics in this work. First, variation characteristic and law of carbonate rock reservoir parameters were studied based on experimental data of rock physics, log data, analysis assay data, mud logging data and seismic data, so as to lay a foundation for the further reservoir identification and description. Then, the structure, type and propagation law of seismic wave field were analyzed through seismic forward modeling of the reservoir, and contact between information from log and geology data with elastic parameters, such as compressional wave and shear wave velocity and density were established, so as to provide a standard for reservoir identification and hydrocarbon detection using seismic reflection characteristics of the research area. Starting with the general concept of inverse problem, through analysis of Zoeppritz equation, three kinds of pre-stack inversion methods were derived and analyzed in detail, the AVO 3-parameter inversion based on Bayesian theory, the prestack AVO waveform inversion method and the simultaneous inversion method, based on the statistical hypothesis of inversion parameters and observation data and the Gauss distribution assumption of noise. The three methods were validated by model data and real data. Then, the elastic wave impedance inversion method of carbonate reservoir was investigated and the method of elastic parameter extraction from elastic impedance data was put forward. Based on the analysis of conventional methods of seismic attribute extraction and optimization, the time-frequency attributes and the wavelet attributes with time and amplitude feature were presented, and the prestack seismic attribute calculation method which can characterize the reservoir rock and fluid characteristic was presented. And the optimization of seismic attribute using the nonlinear KPCA method was also put forward. A series of seismic prediction technologies for carbonate reservoir were presented based on analysis of rock physics and seismic forward simulation technology. Practical application of these technologies was implemented in A oil field of Southern China and good effect has been achieved. Key words: carbonate rock; reservoir prediction; rock physics, prestack seismic inversion; seismic attribute

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The two major issues in mining industry are work safety and protection of ground environment when carrying on underground mining activities. Cut-and-fill mining method is increasingly applied in China owing to its advantages of controlling ground pressure and protecting the ground environment effectively. However, some cut-and-fill mines such as Jinchuan nickel mine which has big ore body, broken rock mass and high geostress have unique characteristics on the law of ground pressure and rock mass movement that distinguish from other mining methods. There are still many problems unknown and it is necessary for the further analysis. In this dissertation, vast field survey, geology trenching and relative data analysis are carried out. The distribution of ground fissures and the correlation of the fissures with the location of underground ore body is presented. Using of monitoring data by three-dimension fissure meter and GPS in Jinchuan Deposit Ⅱ, the rule of the surface deformation and the reason of ground fissures generation are analyzed. It is shown that the stress redistribution in surrounding rocks resulting from mining, the existence of the void space underground and the influence of on-going mining activities are three main reasons for the occurrence of ground fissures. Based on actual section planes of No.1 ore body, a large-scale 3D model is established. By this model, the complete process of excavation and filling is simulated and the law of rock mass movement and stability caused by Cut-and-fill Mining is studied. According to simulation results, it is concluded that the deformation of ground surface is still going on developing; the region of subsidence on the ground surface is similar with a circle; the area on the hanging wall side is larger than one on the lower wall side; the contour plots show the centre of subsidence lay on the hanging wall side and the position is near the ore body boundary of 1150m and 1250m where ore body is the thickest. Along strike-line of Jinchuan Deposit Ⅱ, the deformation at the middle of filling body is larger than that in the two sides. Because of the irregular ore body, stress concentrates at the boundary of ore body. With the process of excavation and filling, the high stress release and the stress focus disappear on the hanging wall side. The cut-and-fill mechanism is studied based on monitoring data and numerical simulation. The functions of filling body are discussed. In this dissertation, it is concluded that the stress of filling body is just 2MPa, but the stress of surrounding rock mass is 20MPa. We study the surface movement influenced by the elastic modulus of backfill. The minimal value of the elastic modulus of backfill which can guarantee the safety production of cut-and-fill mine is obtained. Finally, based on the real survey results of the horizontal ore layer and numerical simulation, it is indicated that the horizontal ore layer has destroyed. Key words: cut-and-filling mining, 3D numerical simulation, field monitoring, rock mass movement, cut-and-filling mechanism, the elastic modulus of backfill, the horizontal ore layer

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The topic of Dynamic reservoir model and the distribution of remaining oil after polymer injection of Shengtuo oilfield is a front problem of "the 11th Five-Year Plan" scientific and technological disciplines of Sinopec Corporation. Reservoirs in study area is distributary channel sandstone. After 34 years of water-injection exploitation and 7 years of polymer injection pilot experiments, a highly complex heterogeneous dynamic evolution has been occurred in macro and micro parameters of reservoir model, together with its flow field. Therefore, it’s essential to construct completed reservoir dynamic model for a successfully prediction of the distribution of remaining oil. With a comprehensive application of multidisciplinary theory and technique, using a variety of data and information to maximize the use of computer technology, combining a static and dynamic, macro and micro and 1~4D integration, the research reveals main features, evolution and mechanism, types of geological disasters and their destructivity of reservoir flow field, the macro field, the micro field, the flow field and reservoir development hydrodynamic geological function in different development periods after a long term of polymer injection in Es2 in Shengtuo oilfield. The principle innovation achievements obtained are: 1. Established A, B, C, D four flow units in target formations, revealed the various features and distribution of flow units. 2. Stated environmental pollution and geological disasters induced during oilfield exploitation in study area, and also explained their formation mechanism, controlling factors, destructivity and approaches to disaster reduction. 3. Established dynamic evolution of the macro parameter model, micro-matrix field, pore network field, clay minerals field, seepage dynamic evolution model of six different exploitation stages in study area, also revealed reservoir flow evolution, the law of evolution mechanism after polymer injection. 4. Established macro and micro distribution model of remaining oil after three mining polymer injection during different water cut periods in study area, revealed the formation mechanism and distribution of remaining oil. 5. Established remaining oilforecasting model in study area, and forecasted the formation and distribution of remaining oil in the following six years. 6. It is proposed that reservoir fluid dynamic geological processes are major driving forces for the evolution of different water cut periods, reservoir macro field after the polymer injection and micro seepage field. 7. Established a dynamic reservoir model, proposed matching theory, methods and technology for the description of the remaining oil characterization and prediction, which can deepen the theory and techniques of continental rift basin development geology. Key words: Polymer reservoir; Geological disasters; Dynamic model; Residual oil forecast

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Expansive soil is a kind of typical unsaturated soil with characteristics of high swelling-shrinking deformation, cracks and over consolidation. It is very harmful to civil engineering, As a new processing method deal with expansive soil, Chemistry treatment has widespread applied in developed countries such as Europe and America, and also gained remarkable result. Based on the embankment filling soil improving testing projects in Meng-Xin freeway, this paper proposed a new processing method to expansive soil embankment wrapped with PAS-treated soil, experimental study of expansive soil chemical improved by PAS is been carried out. The water content change is the external factor which causes expansive soil to have swelling-shrinkage deformation. this reflected that the soil body swelling-shrinkage characteristic mainly depends on its mineral ingredient and the soil-water mutual function. This paper takes expansive soil as one kind of ordinary high plastic clay from angle of clay-water mutual function explained the expansive soil swelling-shrinkage deformation mechanism on microscopic. And take this swelling-shrinkage mechanism as the master line, Cooperates with the China Academy of Chemistry, we developed the new method PAS treatment, trough ionic exchange, joint, package and flocculation, the stronger static electricity function weakened the level through adsorption and the stronger static electricity function, PAS can weakened the negative charge repulsion between levels, causes the electric potential to reduce, diffusion layer thickness to be thinner, and improves the water affinity performance of expansive soil effectively. Moreover the space network architecture compromised with PAS and soil enhanced the joint strength between the clay particles , enable the soil body to have comparatively high strength and the distortion rate. pointed proposed the PAS modified principle. Combine with the construction of experimented road, this paper sums up and presents the construction craft and technology requirement of PAS treatment to expansive soil embankment. Through many experimental studied the basic physical property, the intensity characteristic and water stability changes of expansive soil and PAS-treated soil. The results of study indicate that adding lime into the expansive soil can reduce the content of clay gain obviously, reduce the plasticity notably, increase the strength greatly, control the property of swelling and shrinking effectively, and can meliorate the stability of sucking water clearly. Simultaneity PAS don’t change the cultivate capacity of the soil, the modified slope of the embankment can adopt plant fixed slope method as ecology protection. Finally the processing effect of use different treatment has analyzed through numerical simulation, summarized the PAS chemical wrapping treatment process in the actual project application, and appraised its processing effect and the project efficiency. The research indicated that PAS chemical treatment is one effective method to improve expansive soil. Compare with long-distance replacement, especially in the high plastic expansive soil massive distribution area, PAS treatment has the very greatly economical superiority to be promoted. The study in the paper not only afforded technique method to Meng-Xin expressway construction but also important for improvement of the expressway construction theory in swelling soil areas. Key words: PAS; expansive soil; swelling-shrinkage deformation mechanism; wrapping embankment; chemical modified treatment.