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1.
Bassem S. Nabawy 《Arabian Journal of Geosciences》2014,7(3):889-898
In the present study, 12 theoretical models have been introduced for studying the effect of the grain size and shape on the intergranular porosity, ?. From the first eight models, it is stated that the grain size has no effect on the intergranular porosity, but it is declared that the smaller the grain size means the smaller the interstitial pore spaces and therefore, the less the ability of the pore spaces to receive finer sediments, then the higher the porosity. On the other hand, studying the present models revealed that the total intergranular porosity decreases when increasing the grain elongation ‘E’ (the length of the grain/the diameter of the grain) as a shape anisotropy parameter. A new equation has been introduced relating the total pore volume to the grain shape/elongation. $$ \emptyset = 26.188\ {E^{-1 }} + 21.431 $$ The grain sorting of the present models has been studied by adding another group of grains of the critical grain size of occupation inside the pore spaces; the pore volume decreases by about 41.0 % of the total porosity. To check the applicability of the proposed equation, 46 samples of highly porous sandstone have been selected from different places in Egypt and studied petrographically, and their total pore volume have been measured using Digital Image Analysis (DIA) ‘? Im’ and helium injection technique ‘? He.’ Petrographically, the studied samples are quartz arenite and ferruginous quartz arenite. The pore types are mostly characterized mostly as (1) intergranular porosity and rarely as (2) intragranular porosity, (3) vuggy porosity, and (4) fracture porosity. The grain elongation ‘E’ for the present samples has been measured using the DIA technique; it varies from 1.34 to 1.73. Porosity ‘? He’ varies between 25.8 and 34.7 %, gas permeability ‘k’ varies from 0.14 to 6.92 μm2 (very good to excellent rank), and the mean pore diameter ‘D’ varies between 3.9 and 25.7 μm (macro to mega pores). The study stated the applicability of the present equation and introduced a number of equations that could be used to calculate porosity, permeability, and pore radius in terms of grain elongation. The applicability of the present study has some limitations due to (1) cementation, (2) microporosity, and (3) fracturing. The effect of cementation can be minimized by processing the grains and the surrounding cement statistically as a bulk ellipsoid unit, whereas the micropores/fractures can be measured by helium injection. 相似文献
2.
Zuhi Khan A. H. M. Ahmad H. K. Sachan M. A. Quasim 《Journal of the Geological Society of India》2018,92(2):145-156
Ridge sandstone of Jurassic Jumara dome of Kachchh was studied in an attempt to quantify the effects of diagenetic process such as compaction, cementation and dissolution on reservoir properties. The average framework composition of Ridge sandstone is Q80F17L3, medium-to coarse grained and subarkose to arkose. Syndepositional silty to clayey matrix (3% average) is also observed that occurs as pore filling. The diagenetic processes include compaction, cementation and precipitation of authigenic cements, dissolution of unstable grains and grain replacement and development of secondary porosity. The major cause of intense reduction in primary porosity of Ridge sandstone is early cementation which include silica, carbonate, iron, kaolinite, illite, smectite, mixed layer illite-smectite and chlorite, which prevents mechanical compaction. The plots of COPL versus CEPL and IGV versus total cement suggest the loss of primary porosity in Ridge sandstone is due to cementation. Cements mainly iron and carbonate occurs in intergranular pores of detrital grains and destroys porosity. The clay mineral occurs as pore filling and pore lining and deteriorates the porosity and permeability of the Ridge sandstone. The reservoir quality of the studied sandstone is reduced by clay minerals (kaolinite, illite, smectite, mixed layer illitesmectite, chlorite), carbonate, iron and silica cementation but on the other hand, it is increased by alteration and dissolution of the unstable grain, in addition to partial dissolution of carbonate cements. The potential of the studied sandstone to serve as a reservoir is strongly related to sandstone diagenesis. 相似文献
3.
Permeability measured with a portable probe permeameter on outcrops of cross-bedded sandstones ranges between 0·9 and 19 D. The highest permeability (2–19 D with an average of 8·5 D) occurs in the coarsest grained foreset laminae (CFL), intermediate values (2–12 D with an average of 5·3 D) occur in finer grained foreset laminae (FFL) and the lowest values (0·9–10 D with an average of 4·8 D) occur in bottomset layers (BL). In the cross-beds the average grain size ranges from medium grained sand in the CFL to fine grained sand in the FFL and BL. In all three subfacies, the average size of the primary pores is approximately 1φ unit smaller than the average grain size. The abundance of unstable carbonate clasts correlates with increasing average grain size, micritic clasts being most abundant in the CFL. Conversely, quartz content increases with decreasing grain size and is highest in the FFL and BL. Diagenetic destruction of primary porosity by compaction and cementation, as well as generation of secondary porosity through dissolution, were controlled by the original mineralogical composition of the sand. Contrasts in grain size determine the primary pore size contrasts and differences in composition between CFL, FFL and BL. Permeability contrasts reflect variations in average primary pore size rather than differences in total porosity. Probe permeability contrasts between CFL, FFL and BL depend on contrasts in average pore size and contrasts in mineralogical composition between the subfacies. 相似文献
4.
The temporal permeability, porosity, and reactive surface area evolution during dissolution of nonfractured/clay-free Fontainebleau sandstone cores was measured using a flow through percolation reactor. Four core dissolution experiments, each of ∼1000 h duration, were performed on sandstone cores having initial porosities ranging from 5.1 to 16.6%. All experiments were performed at 80°C and at far from equilibrium conditions using a 0.1 M NaOH input solution with a calculated in situ pH of 11.4. Permeability evolution was determined using Darcy’s law together with in situ measured differential pressures. Reactive surface area and porosity evolution were quantified from the mass of Si leaving the core during the experiments. The 5.1 and 8.9% initial porosity sandstone cores experienced porosity increases of 1.2 and 1.4 percent, respectively, during the experiments. These cores experienced a corresponding permeability increase from 0.27 to 0.74 mD and 0.57 to 0.87 mD, respectively. In contrast, the 10.6 and 16.6% initial porosity sandstone cores had permeabilities that were essentially constant during the dissolution experiments despite porosity increases of 6.3 and 2.5%, respectively. Only the 5.1% initial porosity core experienced a permeability evolution roughly consistent with a cubic law dependence on porosity. Reactive surface areas increased during the experiments for all cores; those for the 5.1, 10.6, and 16.6% initial porosity cores increased by 21±6% for each percent porosity increase. The reactive surface area of the 8.9% initial porosity core, however, increased by 148% for each percent porosity increase. These results suggest that dissolution of the 8.9% initial porosity core opened a substantial number of isolated pores, exposing new quartz grain surfaces to dissolution. 相似文献
5.
准噶尔盆地中拐凸起侏罗系三工河组储层特征及控制因素 总被引：1，自引：1，他引：0
中拐凸起作为准噶尔盆地的一个正向二级构造单元,其成藏背景对油气勘探开发非常有利。选取三工河组主要钻井的岩芯和薄片进行岩石特征学的观察与鉴定,以及X衍射,测井录井,扫描电镜,压汞化验资料分析等手段对三工河组砂岩储层的物性及主控因素进行研究。结果表明:三工河组储层砂岩以长石质岩屑砂岩和岩屑砂岩为主,从三工河组一段到三工河组二段的颗粒逐渐变粗并且颗粒分选以好-中等为主,具有砂岩结构成熟度中等、成分成熟度较低等特征。三工河组储层局部呈低孔-低渗,主要孔渗特征还是以中孔-中渗为主。辫状河三角洲前缘水下分流河道等沉积微相控制着储层孔隙和砂岩粒度的发育。根据资料统计分析储层成岩演化期,认为储层致密性受压实与胶结作用影响最大,进入储层成岩后期,溶蚀作用在一定程度上改善了储层的孔隙度,并在增大储层孔隙度的同时为生成油气创造了良好的运移条件。 相似文献
6.
The properties of carbonate rocks are often the result of multiple, diagenetic events that involve phases of cementation (porosity occlusion) and dissolution (porosity enhancement). This study tests the hypothesis that the order of these events is a major control on final porosity and permeability. A three-dimensional synthetic model of grainstone is used to quantify trends that show the effect of early cementation, non-fabric selective dissolution, and then a second-generation of (post-dissolution) cement. Models are 3 mm3 with a resolution of 10 μm. Six simple paragenetic sequences are modelled from an identical starting sediment (without accounting for compaction) where the same diagenetic events are placed in different sequences, allowing for quantification of relative changes in the resultant porosity and permeability for each diagenetic event, the trajectory through time, as well as for each final rock. All modelled paragenetic sequences result in reductions in porosity and permeability, but the order of diagenetic events controls the trajectory and final rock properties. Differences in the order of early cement precipitation alone produce variable final values, but all follow the porosity–permeability relationship as expressed by the Kozeny-Carman equation. However, final values for the sequences which include a phase of dissolution fall on a new curve, which departs from that predicted by the Kozeny-Carman relationship. This allows an alternative form of porosity–permeability relationship to be proposed: κ = 2280ϕ–30,400, where ϕ is porosity (%) and κ is permeability (mD). Hence while the Kozeny-Carman relationship predicts porosity–permeability changes that occur with cementation, it is unable to capture accurately changes within the pore network as a result of dissolution. Although the results may be dependent on the properties of the initial carbonate sediment and simplified diagenetic scenarios, it is suggested that this new porosity–permeability relationship may capture some generalized behaviour, which can be tested by modelling further sediment types and diagenetic scenarios. 相似文献
7.
Diagenesis has a significant impact on reservoir quality in deeply buried formations. Sandstone units of the Shahejie Formation (Es1 Member) of Nanpu Sag, Bohai Bay Basin, East China is a typical deeply buried sandstone with large hydrocarbon accumulations. The methodology includes core observations and thin section studies, using fluorescence, scanning electron microscope (SEM), cathodoluminescence (CL), fluid inclusion and isotope and electron probing analysis as well as the numerical determination of reservoir characteristics. The sandstones consist of medium to coarse-grained, slight to moderate sorted lithic arkose and feldspathic litharenite. Porosity and permeability values range from 0.5 to 30% and 0.006 to 7000 mD, respectively. The diagenetic history reveals mixed episodes of diagenesis and deep burial followed by uplift. The main diagenetic events include compaction, cementation alteration, dissolution of unstable minerals and grain fracturing. Compaction resulted in densification and significantly reduced the primary porosity. Quartz, calcite and clay are the dominant pore-occluding cement and occur as euhedral to subhedral crystals. Alteration and dissolution of volcanic lithic fragments and pressure solution of feldspar grains were the key sources of quartz cement whereas carbonate cement is derived from an external source. Clay minerals resulted from the alteration of feldspar and volcanic lithic fragments. Porosity and permeability data predict a good inverse relationship with cementation whereas leaching of metastable grains, dissolution of cement and in some places formation of pore-lining chlorite enhanced the reservoir quality. The best reservoir is thicker sandstone bodies that are medium to coarse-grained, well-sorted sandstone with low primary ductile grains with a minor amount of calcite cement. The present study shows several diagenetic stages in the Es1 Member, but the overall reservoir quality is preserved. 相似文献
8.
四川盆地建南地区三叠系须家河组为辫状河三角洲—湖泊沉积体系,其储集层的岩石类型为辫状河三角洲沉积的岩屑砂岩、长石质岩屑砂岩、岩屑质石英砂岩。储集层平均孔隙度5.96％,平均渗透率0.044×10-3μm2,具有明显的低孔低渗特征。须家河组储集层主要形成于三角洲辫状河道沉积,辫状河侧向改道频繁,砂泥混杂,颗粒分选及磨圆均较差,砂岩成分成熟度和结构成熟度均较低,不利于原生孔隙的发育;在早期成岩过程中,压实作用损失大量原生孔隙,压实作用损失的孔隙度一般占孔隙损失的60％～85％。随后的胶结作用使得砂岩更加致密,胶结物使孔隙减少12％～18％;此外,研究区须家河组缺乏易溶解的物质成分,长石和碳酸盐胶结物的含量较低,致使后期溶蚀作用微弱,因溶蚀作用增加的孔隙度平均为1％,最高达2.5％。 相似文献
9.
富县探区低孔低渗砂体的成因类型与层内非均质模式 总被引：3，自引：0，他引：3
根据露头剖面、钻井、岩芯、分析化验、测井等资料的沉积相精细分析,鄂尔多斯盆地富县探区上三叠统延长组长6段主要发育三角洲、湖泊和湖底扇三种沉积相,在其中识别出的砂体成因类型主要有分流河道、河口坝、远砂坝、重力流水道、远源浊积等10种不同微相类型的砂体,它们的孔隙度分布于2.20%～14.90%,渗透率为0.01×10-3～6.50×10-3μm2,多数属于低孔低渗储层类型。导致这些砂体最终演变成低孔低渗储层的主要原因是沉积期后的压实作用和胶结充填作用,求得压实损孔率为18%～19％,胶结充填损孔率平均约为9％,最终使这些砂体的现今平均孔隙度仅在10％左右。根据单砂体内粒度、孔隙度、渗透率等储层参数及其测井响应特征在垂向上的变化型式,区分出孔渗向上变差型、孔渗向上变好型、复合型、复杂型等四种基本类型的层内非均质模式,分析并指出了前三种层内非均质性主要受控于砂体微相类型、沉积水动力、沉积物粒度、沉积序列等因素,而复杂型层内非均质性则主要与砂体内差异胶结作用、差异埋藏溶蚀作用等成岩改造因素有关。 相似文献
10.
鄂尔多斯盆地陇东地区延长组砂岩成岩作用及孔隙演化 总被引：1，自引：0，他引：1
大量岩石薄片、孔隙铸体薄片、扫描电镜与X衍射以及常规物性等分析资料研究表明,鄂尔多斯盆地陇东地区三叠系延长组砂岩主要为成分成熟度及结构成熟度较低的长石质岩屑砂岩、岩屑砂岩和长石砂岩。优质储层主要发育于粗粒富含刚性颗粒的砂岩中,这类砂岩在埋藏过程中由于早期快速埋藏加之泥岩、板岩及千枚岩岩屑含量高,经历了强烈的压实作用,使其由原始孔隙度大约为39%降低至18.5%;此后发生石英颗粒次生加大及绿泥石胶结,使孔隙有一定程度的损失(大约3.5%);紧随其后的是方解石及白云石碳酸盐胶结,损失孔隙度5%;后来出现碳酸盐胶结物与长石及岩屑的溶蚀作用,新增加孔隙度4％～8%,最晚期的是含铁方解石和含铁白云石胶结充注溶蚀孔隙和部分原生孔隙。 相似文献
11.
Permeability changes have been studied under deviatoric stresses for chalk cores and under both hydrostatic- and deviatoric stresses for sandstone cores at room temperature. To avoid end effects in the triaxial cell, caused by friction between the axial steel pistons and the sample, the cell was modified to have pressure outlets from the mid-section of the sample with pressure tubes connected to the outside of the cell for pressure recording. Both permeabilities over the mid-section and over the total core were determined during the action of stresses. The chalk cores with permeability in the range of 1–3 × 10− 15 m2 and porosity of about 40–45% were flooded with methanol, while the sandstone cores with permeability values varying from 8 to 100 × 10− 15 m2 and porosity of about 30% were flooded with a mineral oil. Major observations were:
- (1) For the chalk cores, 4 out of 8 samples showed a mid-section permeability with a factor of 1.2 to 1.4 higher than the overall permeability, the remaining 4 samples did not show differences in permeability values taking into account the error on measurements.
- (2) For the sandstone samples, the mid-section permeability was a factor of 1.2 to 2.4 higher than the overall permeability.
- (3) In all cases during the deviatoric phase, the change in permeability was rather small, even if the tests were run beyond the yield point.
- (4) The permeability generally decreased with increasing hydrostatic stresses.
Keywords: Permeability; Stress; End effects; Chalk; Sandstone 相似文献
12.
Gabor Korvin Klavdia Oleschko Abdulazeez Abdulraheem 《Arabian Journal of Geosciences》2014,7(3):1127-1138
A simple rock model is presented which reproduces the measured hydraulic and electric transport properties of sedimentary rocks and connects these properties with each other, as well as with the acoustic propagation velocities and elastic moduli. The model has four geometric parameters (average coordination number Z of the pores, average pore radius r, average distance between nearest pores d, and average throat radius δ) which can be directly determined from the measured porosity Φ, hydraulic permeability k, and cementation exponent m of the rock via simple analytic expressions. Inversion examples are presented for published sandstone data, and for cores taken from Saudi Arabian, Upper Jurassic and Permian carbonate reservoirs. For sandstone, the inversion works perfectly; for carbonates, the derived rock model shows order-of-magnitude agreement with the structure seen in thin sections. Inverting the equations, we express the transfer properties Φ, k, and m as functions of r, d, δ, and Z. Formulae are derived for the bulk density D b, formation factor F, and P-wave velocity in terms of the proposed geometrical parameters. 相似文献
13.
通过岩心、铸体薄片、扫描电镜、物性分析和孔隙图像分析等资料,对高邮凹陷永安地区戴南组一段砂岩储层特征进行了系统分析,从沉积和成岩两方面对储层物性主控因素进行了研究。研究结果表明:岩石类型为长石岩屑砂岩,成分成熟度较低,粒度偏细,分选中等偏差; 储层物性以低孔低渗为主中孔中渗为辅,孔隙类型有粒间孔、粒间溶孔、粒内溶孔和铸模孔,平均孔径为37.53 μm,喉道主要为可变端面的收缩部分,其次为片状和弯片状喉道,平均喉道半径为10.25 μm,孔喉配位数主要为3,分选性好。沉积作用是高邮凹陷永安地区戴南组一段砂岩储层物性主控因素之一,水动力强分选程度高的沉积环境形成的砂岩粒度大分选好,储层物性好; 不同的成岩作用类型对储层物性具有不同的控制作用,压实和胶结作用导致储层孔隙空间变小,物性变差,而溶蚀作用形成次生孔隙空间,储层物性得到改善,在2 500～2 700 m和2 850～2 950 m处形成了明显的次生孔隙发育带。 相似文献
14.
Reservoir characteristics and main controlling factors of oil sand in Houba area,northwestern Sichuan Basin,China 总被引：1，自引：0，他引：1
Xuefei Yang Xingzhi Wang Shaonan Zhang Hao Tang Deming Zeng Lin Xie 《Arabian Journal of Geosciences》2014,7(6):2119-2128
Houba oil sand in frontier Longmenshan Mountain is one of the most typically important unconventional resources. The basic reservoir characteristics of oil sand and the main factors affecting reservoir quality were examined in this article based on porosity, permeability, and mercury porosimetry measurements; thin section analyses; SEM observation; and X-ray diffraction analysis. This study shows that the oil-bearing sandstone reservoir is mainly medium?coarse-grained sublitharenite and litharenite. The main pore type is intergranular pores, including residual primary intergranular pores, dissolved intergranular pores, and dissolved intragranular pores; fractures are common in this study area. The quality of sandstone reservoir is of high porosity and high permeability with a high oil saturation of 89.84 %. It is indicated that the main controlling factors of the reservoir in the study area include deposition, diagenesis, and tectonism. Deposition laid a foundation to porosity evolution, and channel sand is the most favorable depositional facies for the reservoir. Diagenetic alterations are the keys to reservoir evolution; dissolution and chlorite coatings cementation play an effective role in the generation and preservation of pores. Compaction, carbonate cementation, and quartz overgrowth cause many damages to the reservoir porosity. Fractures caused by structural breakages can improve the reservoir permeability and they also can provide fluid migration pathways to the late corrosion, which formed a lot of corroded fissures as reservoir and percolation spaces. 相似文献
15.
根据物性测试、铸体薄片、扫描电镜、X射线衍射、压汞等资料,对鄂尔多斯盆地NX地区长6段储层特征及成因进行了研究。结果表明,研究区长6段砂岩储层为低孔-特低、超低渗透储层,主要孔隙类型为残余粒间孔和次生溶蚀孔,孔喉组合主要为中孔-细喉型和小孔-细喉型。早期的压实作用、胶结作用是使研究区长6段储层物性变差的两个重要作用。压实作用丧失的孔隙占原始孔隙的45.9%～65.6%,平均为56.5%;胶结作用丧失的孔隙占原始孔隙的21.8%～46.4%,平均为28.3%,粘土矿物、碳酸盐是造成物性降低的主要胶结物类型。长石、浊沸石、岩屑等的溶蚀作用极大改善了储层物性,改善了现今孔隙的22.2%～71.4%,平均44.2%。早白垩世末期,研究区长6储层已基本变为特低～超低渗透,该时期之后,成岩作用对储层物性影响较弱,储层物性基本保持到现今。 相似文献
16.
北黄海盆地是我国近海勘探及研究程度均较低的中新生代叠合断陷盆地,下白垩统砂岩储层是主要的勘探目的层段,储层致密是制约该区油气勘探的“瓶颈”之一.通过岩心观察、薄片分析、扫描电镜观测、压汞分析、物性统计等研究,对北黄海盆地东部坳陷下白垩统的储层特征进行了研究,从沉积、成岩、埋藏史等方面对其致密化成因进行了探讨.结果表明,下白垩统储层以扇三角洲沉积为主,物性总体较差,属于特低孔特低渗的致密砂岩储层,储集空间主要有粒间溶孔、粒内溶孔、微裂缝等次生孔隙,属孔隙—裂缝双孔介质储层,孔隙结构复杂.该储层特征主要受沉积相带、成岩作用及埋藏史等因素控制,储层砂体以长石岩屑砂岩、岩屑长石砂岩为主,成分及结构成熟度中等,原始储层物性差,高含量的塑性岩屑不利于原生孔隙的保存,沉积物粒度决定微裂缝的发育程度.成岩作用起主导作用,受早期深埋—中期抬升剥蚀—晚期再次深埋的这一特定埋藏过程影响,早期强烈压实,后期石英自生加大、方解石胶结、自生矿物晶出等胶结作用导致储层整体致密.长石的溶蚀和粘土化促进了次生孔隙的形成,但烃类充注时间晚、酸性流体活动弱,溶蚀作用受到抑制.后期构造作用产生的微裂隙则是改善储层物性的另一重要作用. 相似文献
17.
四川盆地蜀南地区上三叠统须家河组低孔低渗储层特征及形成机理 总被引：2，自引：1，他引：1
蜀南地区须家河组为一套辫状河三角洲平原分支河道沉积的岩屑砂岩、长石岩屑质石英砂岩和岩屑质石英砂岩。埋藏深度变化较大（0～2 673 m）,大部分埋深800～2 000 m,平均孔隙度4.64%,平均渗透率0.147×10-3μm2,属于低孔低渗储层。造成低孔低渗的主要原因是:（1）在构造背景上,须家河组沉积时研究区靠近刚由海变陆而隆升的物源区,沉积物搬运距离较短,分异程度低,大量的泥岩、千枚岩等塑性岩屑及杂基被保存下来,同时碎屑颗粒分选磨圆程度较差,均不利于原生孔隙的形成;（2）在沉积条件上,由于辫状河河道水动力不稳定,侧向改道迅速,早期泥岩易被冲蚀,导致砂泥混杂,砂岩中含较多杂基,堵塞充填原始孔隙;（3）早期持续快速的埋藏过程,压实作用强烈,岩屑压实变形被挤入粒间孔隙中,同时普遍发育的石英次生加大使得砂岩越发致密,孔隙消失殆尽。（4）研究区须家河组远离沉积中心,缺乏烃源岩成熟产生的酸性流体溶蚀改造,导致次生孔隙不发育。 相似文献
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采用铸体薄片、岩石薄片、扫描电镜和压汞实验、物性分析等测试资料,对珠江口盆地白云凹陷北坡珠江组陆架边缘三角洲前缘砂体储层特征及控制因素进行研究。结果表明,该储层主要为灰色中细粒岩屑砂岩,成分成熟度、结构成熟度均较低。储集空间以次生孔隙为主,其次为剩余原生粒间孔、原生孔隙等。储层具有排驱压力较高、配位数较高、孔喉半径小和孔喉分选性较差的孔隙结构特点,为中-低孔、中-低渗型储层。储层发育受沉积相和成岩作用的复合控制,水下分流河道砂体储集物性明显优于其它微相砂体。成岩作用过程主导储层物性变化,砂岩储集体中的原生储集空间因机械压实作用、胶结作用而大幅降低,后期溶蚀作用产生较多的次生储集空间,尤其是长石的溶蚀极大改善了本区储层物性,导致储集体中溶蚀性次生孔隙为主要的储存空间。 相似文献
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不同粒径级砂土渗透特性试验研究 总被引：5，自引：0，他引：5
渗透性是砂土的重要工程性质之一,影响砂土渗透性的因素有很多,比如土体密实程度、土颗粒自身特性、流体性质等,其中孔隙率与颗粒粒径是两个重要影响因素。而以往基于混合粒径的天然砂土的研究很难分别对这两个因素进行独立的研究。基于此,首先开展了单一粒径级砂土的常水头渗透试验,分别研究了同一粒径级砂土渗透系数随孔隙率的变化和同一孔隙率下不同粒径级砂土渗透系数随均值粒径的变化规律。试验结果显示,渗透系数随着孔隙率的增加而线性增加、随均值粒径二次方的增加而线性增加,其中均值粒径的影响较大,其变化能导致渗透系数量级上的差异。在此基础上,开展了多粒径混合砂土的渗透试验,讨论了曲率系数、不均匀系数等级配参数对渗透性的影响,从而将单一粒径级的研究成果推广到天然砂土,最终拟合出渗透系数与相关影响因素的经验公式,以便工程实践参考使用。 相似文献