Mixing planting proportions in a plantation affects functional traits and biomass allocation of Cunninghamia lanceolata and Phoebe bournei seedlings

Functional traits of trees are significantly associated with their adaptation strategies and productivity.However,the effects of species composition and mixing proportion on the functional traits of trees grown in mixed plantations have not been studied extensively.In this study,planting experiments(duration about seven months)were used to study variations in functional traits and biomass allocation of C unninghamia lanceolata(Lamb.)Hook and Phoebe bournei(Hemsley)Yang seedlings in five different mixes(0C:4P,1C:3P,1C:1P,3C:1P,and 4C:0P).Total leaf area per seedling increased in each species as its respective proportion in the mixture decreased.However,the specific leaf area decreased for P.bournei under low percent composition,and the specific leaf area for C.lanceolata differed only marginally among the plantings.The net photosynthetic rates of the two species were higher in the mixed plantings than in their corresponding monocultures,whereas the transpiration rate,stomatal conductance,and instantaneous water use efficiency were not different among the plantings.The average root length and root surface area of C.lanceolata and P.bournei were higher in the mixed plantings than in their monocultures.Specifically,root surface area of C.lanceolate and both root length and surface area of P.bournei increased significantly in the 1C:3P and 2C:2P mixed plantings.Leaf,stem,root,and total dry mass per seedling for C.lanceolata decreased with its increasing percent composition in the mixed plantings,while these variables varied less for P.bournei.The plasticity of biomass allocation was relatively low for both species.Total biomass per planting was higher in the mixed plantings than in the monocultures.Our study indicates that species composition and mixing proportion can considerably affect the functional traits of C.lanceolata and P.bournei.The increase in productivity in the mixed plantings may be partially attributed to low rates of competition between the two species,and future studies should examine the different interspecies relationships.The results of this study can be used to improve plantation productivity and ultimately increase the sustainability of tree products and help to better understand the adaptation strategies of plant coexistence.

Mixed-Effects Parametric Proportional Hazard Model with Generalized Log-Logistic Baseline Distribution

Clustered survival data are widely observed in a variety of setting. Most survival models incorporate clustering and grouping of data accounting for between-cluster variability that creates correlation in order to prevent underestimate of the standard errors of the parameter estimators but do not include random effects. In this study, we developed a mixed-effect parametric proportional hazard (MEPPH) model with a generalized log-logistic distribution baseline. The parameters of the model were estimated by the application of the maximum likelihood estimation technique with an iterative optimization procedure (quasi-Newton Raphson). The developed MEPPH model’s performance was evaluated using Monte Carlo simulation. The Leukemia dataset with right-censored data was used to demonstrate the model’s applicability. The results revealed that all covariates, except age in PH models, were significant in all considered distributions. Age and Townsend score were significant when the GLL distribution was used in MEPPH, while sex, age and Townsend score were significant in MEPPH model when other distributions were used. Based on information criteria values, the Generalized Log-Logistic Mixed-Effects Parametric Proportional Hazard model (GLL-MEPPH) outperformed other models.

Relationship between Physico-Mechanical Properties, Compacting Pressure and Mixing Proportion of Briquettes Produced from Maize Cobs and Sawdust

This study examined the relationship between selected physico-mechanical properties, compacting pressure and mixing proportion of briquettes produced from combination of maize cob particles and sawdust of low, medium and high density timber species. Particle sizes of maize cobs and sawdust used for the study were ≤1 mm. The two materials were combined at mixing percentages of 90:10, 70:30 and 50:50 (Sawdust:maize cobs). Briquettes were produced at room temperature (28°C) using compacting pressures 20, 30, 40 and 50 MPa. The results suggested that combining maize cob particles with sawdust of low, medium and high density wood species could significantly enhance the relaxed density, compressive strength in cleft and impact resistance index of briquettes produced from agricultural biomass residue like maize cobs. The results further indicated that the physical and mechanical characteristics of briquettes produced from combinations of sawdust of low density species and maize cobs were exceptionally higher than that produced from combinations of maize cob particles, and medium density and high density timber species. The R2 values for the regression model between the independent variables (mixing percentage and compacting pressure) and relaxed density, compressive strength in cleft and impact resistance index of briquettes produced from combinations of maize cob particles and sawdust of low density species (Ceiba pentandra) were 0.966, 0.932 and 0.710 respectively. This study provides a hope for briquetting maize cobs at room temperature using a low compacting pressure.

A Simple Mix Proportion Design Method Based on Frost Durability for Recycled High Performance Concrete Using Fully Coarse Recycled Aggregate

Durability design of recycled high performance concrete（RHPC） is fundamental for improving the use rate and level of concrete waste as coarse recycled aggregate（CRA）. We discussed a frostdurability-based mix proportion design method for RHPC using 100 % CRA and natural sand. Five groups of RHPC mixes with five strength grades（40, 50, 60, 70 and 80 MPa） were produced using CRA with four quality classes, and their workability, 28 d compressive strengths and frost resistances（measured by the compressive strength loss ratio and the relative dynamic modulus of elasticity） were tested. Relationships between the 28 d compressive strength, the frost resistance and the CRA quality characteristic parameter, water absorption, were then developed. The criterion of a CRA maximum water absorption limit value for RHPC was suggested, independent of its source and quality class. The results show that all RHPC mixes achieve the expected target workability, strength, and frost durability. The research results demonstrate that the application of the proposed method does not require trial testing prior to use.

Effect of Different Proportions of Wolffia on Growth of Procambarus clarkia in Two Community Scales

[Objective] This study aimed to examine the effect of different proportions of Wolffia on the growth of Procambarus clarkia in 2 kinds of community scales. [Method] Six proportions of baits mixed by watermeal and commercial feed (0, 20%, 40%, 60%, 80%, and 100%) were designed to feed the Procambarus clarkia juveniles in 2 community scales to research the growth situation of the crayfish in different mixed baits. The growth differences between the minimal community and the larger community of crayfish in the same proportion of Wolffia were compared. [Result] The growth situations of crayfish in the 2 community scales at different proportions of watermeal were as follows: the body length was the longest in 60% watermeal group, and shortest in the pure watermeal group; the regularity was the best in the 20% watermeal group; no matter the minimal community or the larger community, there was no significant difference in the survival rate between different watermeal proportions. The growth situations of crayfish in the 2 community scales at specific proportion of watermeal were: the average body length of the minimal community was significantly greater than the larger community, and the survival rate also greater than the latter one, but the difference was not significant. [Conclusion] Considering all kinds of index such as growth, survival rate, regularity, the appropriate proportion of the baits mixed by watermeal and commercial feed is 40% to 60%; big community scale has significant inhibition on growth of crayfish, thus, there should be barriers when cultivating Procambarus clarkia juvenile.

Petrogenesis of the Late Triassic shoshonitic Shadegai pluton from the northern North China Craton: Implications for crust-mantle interaction and post-collisional extension

Latest Permian to Triassic plutons are widespread in the northern North China Craton(NCC); most of them show calc-alkaline, high-K calc-alkaline, or alkaline geochemical features. The Shadegai pluton in the Wulashan area has shoshonitic affinity and I-type character, and is composed of syenogranites containing abundant mafic microgranular enclaves(MMEs). LA-MC-ICP-MS U-Pb data yield weighted mean 206 Pb/238 U ages of 222 ± 1 Ma and 221 ± 1 Ma for the syenogranites and MMEs, respectively, suggesting their coeval formation during the Late Triassic. The syenogranites have high SiO_2(70.42-72.30 wt%),K_2O(4.58-5.22 wt.%) and Na_2O(4.19-4.43 wt.%) contents but lower concentrations of P_2O_5(0.073-0.096 wt.%) and TiO_2(0.27-0.37 wt.%), and are categorized as I-type granites, rather than A-type granites, as previously thought. These syenogranites exhibit lower(^(87)Sr/^(86)Sr)i ratios(0.70532-0.70547) and strongly negative whole-rock εNd(t) values(-12.54 to-11.86) and zircon εHf(t) values(-17.81 to-10.77),as well as old Nd(1962-2017 Ma) and Hf(2023-2092 Ma) model ages, indicating that they were derived from the lower crust.Field and petrological observations reveal that the MMEs within the pluton probably represent magmatic globules commingled with their host magmas. Geochemically, these MMEs have low SiO_2(53.46-55.91 wt.%)but high FeOt(7.27-8.79 wt.%) contents. They are enriched in light rare earth elements(LREEs) and large ion lithophile elements(LILEs), and are depleted in heavy rare earth elements(HREEs) and high field strength elements(HFSEs). They have whole-rock(^(87)Sr/^(86)Sr)i ratios varying from 0.70551 to 0.70564, εNd(t) values of -10.63 to -9.82, and zircon εHf(t) values of -9.89 to 0.19. Their geochemical and isotopic features indicate that they were derived from the subcontinental lithospheric mantle mainly metasomatized by slab-derived fluids, with minor involvement of melts generated from the ascending asthenospheric mantle. Petrology integrated with elemental and isotopic geochemistry suggest that the Shadegai pluton was produced by crust-mantle interactions, i.e., partial melting of the lower continental crust induced by underplating of mantle-derived mafic magmas(including the subcontinental lithospheric mantle and asthenospheric mantle), and subsequent mixing of the mantle-and crust-derived magmas. In combination with existing geological data, it is inferred that the Shadegai pluton formed in a post-collisional extensional regime related to lithospheric delamination following the collision between the NCC and Mongolia arc terranes.

A successful case of hydrocarbon dew point analysis during mixing of natural gases in transmission pipeline

The occurrence of liquid condensation in natural gas accounts for new challenges during the interoperability between transmission networks,where condensation would lead to higher pressure drops,lower line capacity and may cause safety problem.A successful case of hydrocarbon dew point(HCDP)analysis is demonstrated during the mixing of natural gases in the transmission pipeline.Methods used to predict the HCDP are combined with equations of state(EOS)and characterization of C6+heavy components.Predictions are compared with measured HCDP with different concentrations of mixed gases at a wide range of pressure and temperature scopes.Software named"PipeGasAnalysis"is developed and helps to systematic analyze the condensation problem,which will provide the guidance for the design and operation of the network.

EFFECT OF NON-PROPORTIONAL OVERLOADING ON FATIGUE CRACK GROWTH

The effect of proportional and non-proportional overloading on mode l fatigue crack growth have been studied,and the influences of crack tip plastic zone,crack tip blunting as well as crack closure were discussed.Proportional(model I)overloading may cause more serious crack growth retardation than non-proportional(mixed mode)overloading.Therefore,for estimating the fatigue life of engineering structures to simplify a real overload which may of- ten be non-proportional as a proportional one is not always safe.

闽楠-杉木人工混交林混交比对闽楠生长形质和空间利用能力的影响

为了分析混交比例对闽楠-杉木人工混交林中闽楠生长形质性状、空间利用能力的影响,明确珍贵用材树种闽楠的经营方向,以江西省分宜县上村实验林场6年生闽楠-杉木人工混交林和闽楠纯林为研究对象,分析不同混交比例处理对闽楠生长、干形形质、空间利用能力的影响,并通过主成分分析方法综合评价不同混交比例的闽楠生长表现,筛选出最佳混交模式。结果表明:(1)混交处理促进了闽楠生长,改善了闽楠干形形质。2楠1杉混交处理中,闽楠的胸径、树高、单株材积、枝下高、枝下高比例均为最大,分别比闽楠纯林增加了21.44%、31.78%、79.41%、48.00%、30.23%(P<0.05);但尖削度和胸高形数均小于闽楠纯林,尖削度和胸高形数分别降低了24.43%、7.20%。(2)混交处理提升了闽楠的空间利用能力。混交林的平均冠幅、冠高、树冠体积、树冠表面积、生长空间指数均显著高于闽楠纯林,各指标分别提高了6.49%~10.27%、11.28%~27.89%、45.36%~86.09%、27.56%~44.39%、13.24%~36.76%;但混交林的树冠圆满度均低于闽楠纯林。(3)混交处理能够改善闽楠的生长特征和空间利用能力,综合评价得分由高到低依次为2楠1杉(2.282)、1楠1杉(1.479)、3楠1杉(0.973)、纯林(-1.365),2楠1杉混交处理为最优混交比例。因此,营建闽楠-杉木人工混交林可提升闽楠的生长形质和空间利用能力。

基于力学性能指标与耐久性能指标联合的夯土改性配比优化设计方法

素土强度低、耐久性差且各改性材料掺量往往由工匠凭经验大致确定,导致夯土表面时常容易开裂剥落,故应根据现场土质状况以及合理试验方法来设计夯土改性配比。现有研究大都局限于单一性能指标最优的配比,而现实中夯土既要考虑针对多项力学性能指标与耐久性能指标的同步优化,还要考虑不同地域与气候条件下各指标的重要性不同。另外,现有研究仅能确定若干预设配比中的最优组,而非改性材料预设掺量范围内的最优配比。为此,文章提出一种基于力学性能指标与耐久性能指标联合的夯土改性配比优化设计方法,其包括:(1)土料选用原则与土质鉴定方法;(2)考虑夯土多性能指标的综合赋权方法;(3)基于加权评分和回归分析的夯土改性配比综合比选与优化方法。文章方法通过调整指标权重筛选出适应指标重要性不同时的夯土改性配比,并通过优化设计获得各改性材料预设掺量范围内的最优配比。最后通过设计实例证明了文章方法的确可得到最优的夯土改性配比。

基于正交试验的生态混凝土孔隙环境优化研究

为使生态混凝土力学性能满足要求的同时改善其孔隙环境,通过设计有交互作用的正交试验,采用正交试验的敏感性分析方法,探究硅灰、苯丙乳液、尿素对生态混凝土抗压强度、孔隙率、孔隙环境pH值、总氮累积释放率4个指标的影响规律,并构建多元回归方程验证可靠性并得出最优配合比。结果表明:硅灰、尿素及两者交互作用下对抗压强度与孔隙率的影响显著;硅灰与尿素对降低孔隙内pH值有利,苯丙乳液会影响硅灰的降低效果;尿素能提高总氮累积释放率,硅灰与苯丙乳液能起到制约作用,且苯丙乳液效果较为明显。回归方程拟合曲线与试验结果曲线形态及趋势相似,生态混凝土的最优配合比为硅灰掺量9%、苯丙乳液掺量5%、尿素掺量10%。

干硬性碱激发钢渣混凝土的力学性能优化试验研究

为了优化干硬性碱激发钢渣混凝土的力学性能,试验通过调整粉煤灰的掺量结合碱激发的掺量优化混凝土凝结时间和流动度,并采用正交试验法分析粉煤灰掺量、水玻璃模数、水玻璃掺量和养护方式4种因素对干硬性碱激发钢渣混凝土抗压强度的影响。结果表明,掺入粉煤灰可延长干硬性碱激发混凝土的凝结时间,减小维勃稠度,优化工作性能;干硬性碱激发钢渣混凝土的抗压强度受多因素综合影响,影响大小的顺序为:水玻璃掺量>水玻璃模数>养护方式>粉煤灰掺量;当采用2.0模数和20%掺量的水玻璃、替换率为25%粉煤灰优化配合比后,再结合浸水养护2 d,接着自然养护,干硬性碱激发钢渣混凝土的抗压强度最高。

混交比例对桉树-乡土树种混交林优势树种叶片资源获取性状的影响

桉树-乡土树种混交林在提高林分生产力和生态系统功能等方面具有较大潜力。该研究以南亚热带4种桉树-乡土树种混交林(桉树与乡土树种混交比例分别为5׃5、6׃4、7׃3、8׃2)和桉树纯林为研究对象,研究了3种优势乡土树种华润楠(Machilus chinensis)、阴香(Cinnamomum burmannii)、灰木莲(Manglietia glauca)和速生树种尾叶桉(Eucalyptus urophylla)的叶片生理、结构和化学性状在不同比例混交林中的差异。结果表明,4优势造林树种的叶片性状存在明显的种间差异,其中灰木莲的比叶面积(SLA)、光合磷利用效率(PPUE)、单位质量叶片最大光合速率(A_(mass))和蒸腾速率(T_(mass))以及叶片养分含量最高,说明灰木莲采取资源获取型的生态策略;尾叶桉的SLA、A_(mass)、T_(mass)及叶片养分含量最低,但具有最高的PPUE,说明尾叶桉兼顾了资源获取型和保守型的物种特征。灰木莲与尾叶桉在SLA、A_(mass)、T_(mass)、PPUE、叶片氮含量和氮磷比等叶片性状上几乎没有任何重叠,说明灰木莲与尾叶桉之间的叶片资源利用高度互补,可能是与尾叶桉混交的理想树种。物种水平上,灰木莲叶片氮含量、华润楠叶片磷含量以及干季时阴香叶片A_(mass)和PPUE随乡土树种混交比例增加有增加的趋势,但总体上树种混交比例对于4造林树种的叶片结构、化学和生理性状的影响不大;林分水平上,桉树-乡土树种混交林的比叶面积、光合能力以及叶片氮磷比显著高于尾叶桉纯林,说明桉树与乡土树种混交能够提高林分整体的光捕获和光合能力,但同时也加剧了植物生长的磷限制。因此,建议在未来南亚热带桉树人工林的构建与改造中,应优先挑选与桉树资源利用互补并能够优化混交林磷素循环利用的乡土树种。

赤泥填料对排水沥青混合料路用性能的影响

为探究赤泥填料对排水沥青混合料路用性能的影响,首先选择两种国产高黏改性剂PT-HVA和AR-HVA制备得到高黏改性沥青,并将成品苯乙烯-丁二烯-苯乙烯(styrene-butadiene-styrene,SBS)改性沥青作为对照组,对三种改性沥青进行各项沥青性能试验。结果表明:两种改性剂的最佳掺量均为15%。接着以三种改性沥青为胶结料配制三种排水性沥青混合料(填料为赤泥和矿粉),并进行各项路用性能试验。结果表明:由赤泥制备的混合料的路用性能良好,其中AR-HVA高黏改性沥青+赤泥制备的混合料性能最优,动稳定度达11053次/mm,残留稳定度为91.46%,冻融劈裂比为89.60%,飞散损失为5.20%,老化系数为24.60%。同时,由赤泥制备而成的混合料的弯拉强度和弯拉应变比由矿粉制备的混合料的小,这表明赤泥虽能有效地提高混合料的高温性能、水稳性能、抗松散性能和抗老化性能,但会降低混合料的低温性能。

混播比例及乳酸菌剂对燕麦-饲用豌豆发酵TMR品质及瘤胃降解特性的影响

为探究燕麦和饲用豌豆混播比例及乳酸菌剂对发酵全混合日粮(TMR)品质和瘤胃降解特性的影响,筛选出适宜制作发酵TMR的燕麦饲用豌豆混播比例,本试验将青海甜燕麦和青建一号饲用豌豆进行混播种植,混播比例为(燕麦∶饲用豌豆)0∶10,5∶5,6∶4,7∶3,8∶2,10∶0。在燕麦乳熟期和豌豆结荚期刈割后调制袋装发酵TMR,共设计12个处理,其中6个不接种乳酸菌,按照6个不同混播比例分别为C_(1)、C_(2)、C_(3)、C_(4)、C_(5)、C_(6);另外6个处理在各比例基础上均匀加入混合乳酸菌(植物乳杆菌160∶短乳杆菌248∶戊糖乳杆菌260,比例为1∶1∶1,菌活:10^(6) cfu·mL^(-1)左右),即分别为I_(1)、I_(2)、I_(3)、I_(4)、I_(5)、I_(6)。所有处理按照饲草和农副7∶3的比例加入农副产品(青稞秸秆∶油菜秸秆∶油菜粕=1∶1∶1),实验室温度(20±5)℃下发酵60 d后对其营养成分、发酵品质及瘤胃降解特性进行测定。结果表明,随原料中燕麦比例的增加,中性洗涤纤维和酸性洗涤纤维含量呈上升趋势,粗蛋白呈下降趋势,产气量呈下降趋势;添加混合乳酸菌显著降低了干物质损失(P<0.05)、pH和NH_(3)-N/TN(P<0.05),其中C_(3)和I3的干物质损失为0.38%和0.15%,显著低于同组其他处理(P<0.05);各混合比例的燕麦-饲用豌豆发酵TMR的粗蛋白降解率和酸性洗涤纤维降解率显著高于单一燕麦发酵TMR和单一豌豆发酵TMR(P<0.05),其中I2的瘤胃降解率最优。C_(3)和I3的瘤胃NH_(3)-N含量为29.65%和31.68%,显著高于同组其他处理(P<0.05)。通过隶属函数法和主成分分析对发酵TMR品质进行综合评价,得分最高的为I2(0.868),其次是I3(0.610)和C_(3)(0.469)。因此当燕麦和饲用豌豆混播比例为6∶4或5∶5时,可将其作为主要饲草来源生产高品质发酵TMR饲料。

多因素对透水混凝土配合比及性能的影响研究

基于正交试验法,研究了骨料粒径、水胶比、目标孔隙率、粉煤灰掺量、硅灰掺量对透水混凝土抗压强度、透水系数、孔隙率的影响。结果表明:骨料粒径、水胶比、目标孔隙率对透水混凝土性能的影响较大,掺入适量粉煤灰、硅灰能在一定程度上提高透水混凝土性能;28 d抗压强度最优组合为骨料粒径6~9 mm、水胶比0.28、目标孔隙率20%、粉煤灰掺量20%、硅灰掺量2%;透水系数最优组合为骨料粒径9~12 mm、水胶比0.31、目标孔隙率30%、粉煤灰掺量15%、硅灰掺量4%;孔隙率最优组合为骨料粒径3~6 mm、水胶比0.31、目标孔隙率30%、粉煤灰掺量15%、硅灰掺量8%。

造林密度和混交比例对水曲柳生长形质及空间利用能力的影响

【目的】探究不同造林密度和混交比例下水曲柳生长形质及空间利用能力的变化规律,为培养大径材水曲柳人工林提供理论依据。【方法】选择帽儿山林场1998年营造的4种不同造林密度(分别为10000、4400、2500和2200株/hm^(2))的水曲柳纯林以及两种不同混交行数比(分别为1∶1和3∶3)、造林密度为2500株/hm^(2)的长白落叶松-水曲柳混交林作为研究对象,调查了水曲柳的生长指标、形质指标和空间利用能力指标,运用改进层级分析法获得综合评价值。【结果】4400株/hm^(2)、10000株/hm^(2)纯林中水曲柳生长指标评价值和空间利用能力评价值比2500株/hm^(2)纯林分别降低3.15%、2.58%和8.62%、2.58%,2200株/hm^(2)纯林中水曲柳生长指标评价值、形质指标评价值和空间利用能力指标评价值分别比2500株/hm^(2)纯林提高21.89%、7.41%和2.94%。混交行数比1∶1和3∶3长白落叶松-水曲柳混交林生长指标评价值、形质指标评价值和空间利用能力指标评价值分别比2500株/hm^(2)纯林提高12.18%、9.05%、17.92%和22.98%、12.14%、25.77%。水曲柳综合评价值从大到小为混交行数比3∶3长白落叶松-水曲柳混交林、2200株/hm^(2)纯林、混交行数1∶1长白落叶松-水曲柳混交林、2500株/hm^(2)纯林、4400株/hm^(2)纯林和10000株/hm^(2)纯林。【结论】随着造林密度的降低纯林水曲柳个体质量显著提高,混交林能显著提高水曲柳个体质量,建议营造密度为2500株/hm^(2)混交行数比为3∶3的长白落叶松-水曲柳混交林。

再生混凝土的配合比设计研究综述

混凝土是基础设施建设中使用最广泛的材料,从废弃混凝土中回收再生骨料制作混凝土,可以减少自然资源的消耗以及处理废弃混凝土带来的环境污染问题。本文阐述了再生混凝土配合比传统与人工智能设计方法的研究现状,对研究中使用的具有代表性的方法进行了整理归纳;针对两种方法的特点以及存在的问题进行总结,提出人工智能设计方法具有广阔的发展潜力与研究前景;同时,对基于人工智能的再生混凝土配合比设计方法进行了展望,可为进一步完善和发展再生混凝土配合比设计方法提供参考。

碱激发混凝土配合比设计方法研究综述

碱激发混凝土是当前最有发展前景的新型胶材混凝土之一。同普通混凝土一样,碱激发混凝土的配合比设计对其性能起着至关重要的作用。综述了近年来国内外学者提出的碱激发混凝土配合比设计方法及理论基础,包括试验法、半经验法、全计算法以及基于强度的配合比设计方法,同时对碱激发混凝土配合比设计的进一步发展方向提出了展望。

膨胀土流态固化改性试验与配合比研究

流态固化改性是弃方资源化新方式,有助于解决道路工程中异形或狭隘空间难以回填压实问题.选取南宁地区中等膨胀土弃方,与水、水泥及标准砂混合配制流态固化土试样并开展室内土工试验,分析掺配比对试样膨胀性、强度、流动度及泌水率的影响规律.结果表明:试样膨胀性由掺灰比和掺砂比决定,受水固比影响小,当掺灰比大于18%且掺砂比超过6%时,试样呈现非膨胀特征.无侧限抗压强度主要来自水泥水化作用,随掺砂比的增加呈先增大后降低的变化,掺砂比上限宜控制在10%;水固比增加导致强度大幅下降,水固比大于80%后干湿循环条件下的强度衰减趋势显著.初始流动度与水固比、掺砂比及掺灰比正相关,受掺灰比影响最小;试样拌合完成后的90 min是流动度损失的主要阶段,流动度损失率为23%~32%,随后变化放缓.泌水率取决于水固比,受掺灰比影响较小.基于试验规律,经归一化分析得到膨胀土流态固化改性配合比设计流程.