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Effects of Typical Soil and Stratification Thickness on Water Infiltration Characteristics in Central Ningxia
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作者 Tianwen ZHANG Wei CHEN +4 位作者 Xiaoying CHEN Rongjun ZHI Lin CHEN Haibo ZHANG Wei LIANG 《Meteorological and Environmental Research》 2024年第4期58-65,共8页
In order to compare the influence of different soil types and stratification on water infiltration capacity,two main types of soil in the desert steppe,sierozem(S)and aeolian sandy soil(A),were selected,and infiltrati... In order to compare the influence of different soil types and stratification on water infiltration capacity,two main types of soil in the desert steppe,sierozem(S)and aeolian sandy soil(A),were selected,and infiltration simulation tests were conducted on homogeneous soil and layered soil(layer thickness 5,10,and 20 cm),respectively.The results show that during the whole experiment,there was a small difference between S5A95(aeolian sandy soil 95 cm thick was covered with sierozem 5 cm thick)and S10A90(aeolian sandy soil 90 cm thick was covered with sierozem 10 cm thick)in the wetting front process,infiltration rate and cumulative infiltration,but there was a significant difference between S5A95 and S20A80(aeolian sandy soil 80 cm thick was covered with sierozem 20 cm thick).In the initial infiltration stage,there was no significant difference between A5S95(sierozem 95 cm thick was covered with aeolian sandy soil 5 cm thick)and A10S90(sierozem 90 cm thick was covered with aeolian sandy soil 10 cm thick).However,with the increase of infiltration time,the wetting front process,A5S95,A10S90 and A20S80 had significant differences in terms of wetting front process,infiltration rate and cumulative infiltration.The infiltration capacity of A was significantly higher than that of S.Combined with linear R 2 value and model parameters,the three infiltration models were comprehensively compared,and the fitting process and results of the general empirical model for the infiltration process of homogeneous soil and layered soil showed good results.Three models were used to simulate the water infiltration process of layered soil with different textures,and the order of the effect is as follows:general empirical model>Kostiakov model>Philip model.Soil type and layer thickness had a great influence on water infiltration process.When sierozem was covered with aeolian sandy soil 20 cm thick,the infiltration capacity was the best.As aeolian sandy soil was covered with sierozem 10 cm thick,the infiltration effect was the worst.Therefore,once coarse graying occurs on the surface of sierozem(the thickness of sand is more than 20 cm)or when the content of fine particles overlying aeolian sandy soil(the thickness of silt and clay soil is more than 10 cm)during ecological restoration is high,the soil hydrological characteristics will change significantly,which may lead to changes in vegetation types and even ecosystem structure. 展开更多
关键词 soil type layer thickness Water infiltration Desert steppe
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Determination of the Thickness and Medium of Covering Soil for Land Reclamation 被引量:27
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作者 冯全洲 徐恒力 《Agricultural Science & Technology》 CAS 2009年第4期183-188,共6页
Land reclamation is a process of ecosystem reconstruction, for which it is very important to keep co-adaptation between plants and the below ground habitat. In order to keep the co-adaptation among plant species, thic... Land reclamation is a process of ecosystem reconstruction, for which it is very important to keep co-adaptation between plants and the below ground habitat. In order to keep the co-adaptation among plant species, thickness of covering soil and medium of covering soil to establish a self-regulating ecosystem, the thickness of covering soil of land reclamation for plants in different living forms by synusia structure of plant below-ground habitat and medium of covering soil by ecological factors of plant below-ground habitat were studied. Synusia structure of plant below-ground habitat was recognized through investigation on structure and root of plant community, and ecological factors were determined through soil profile investigation. The thickness and medium of covering soil of land reclamation for the tree, the shrub and the herb were proposed. 展开更多
关键词 Land reclamation Plant below-ground habitat Circle layer of root mass thickness of covering soil
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顾及土壤热传导-对流效应的InSAR冻土活动层厚度估计
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作者 杨沙 王琪洁 +1 位作者 李佳晨 张亚 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2024年第7期2568-2581,共14页
冻土活动层厚度(Active Layer Thickness,ALT)的变化是反映青藏高原多年冻土发育情况及其状态的一个重要指标,监测活动层厚度变化对寒区景观稳定发展、碳循环等方面具有非常重要的意义.由于合成孔径雷达干涉测量(Interferometric Synthe... 冻土活动层厚度(Active Layer Thickness,ALT)的变化是反映青藏高原多年冻土发育情况及其状态的一个重要指标,监测活动层厚度变化对寒区景观稳定发展、碳循环等方面具有非常重要的意义.由于合成孔径雷达干涉测量(Interferometric Synthetic Aperture Radar,InSAR)技术具有大范围、高精度、高时空分辨率等优势,近年来逐渐被用于反演活动层厚度.已有研究中基于InSAR和土壤一维热传导模型的活动层厚度估计方法,没有充分考虑到冻土中土壤水分对流引起的热量传递.因此本文提出了基于InSAR时序形变及土壤热传导-对流模型的活动层厚度估计方法,利用土壤热传导-对流模型建立InSAR探测的最大融沉形变与最高地温之间的滞后时间与活动层厚度之间的相关关系,实现了由滞后时间直接推算大范围、高分辨率的冻土活动层厚度.本文以青藏高原五道梁多年冻土区为例,利用116景Sentinel-1影像图作为实验数据,估计了该地区2017—2020年的平均活动层厚度.结果表明,活动层厚度值范围为0~7.0 m,平均活动层厚度为3.06 m,与已有研究中相近时间段相关成果及观测数据结果一致.本文方法兼顾冻土水热过程,证明了土壤热传导-对流模型在冻土活动层厚度反演中具有良好的应用前景,可用于青藏高原其他偏远地区的高空间分辨率活动层厚度反演. 展开更多
关键词 冻土 土壤热传导-对流模型 青藏高原 活动层厚度 INSaR
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Changes in the depths of seasonal freezing and thawing and their effects on vegetation in the Three-River Headwater Region of the Tibetan Plateau 被引量:4
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作者 WANG Rui DONG Zhi-bao ZHOU Zheng-chao 《Journal of Mountain Science》 SCIE CSCD 2019年第12期2810-2827,共18页
Frozen ground degradation plays an important role in vegetation growth and activity in high-altitude cold regions.This study estimated the spatiotemporal variations in the active layer thickness(ALT)of the permafrost ... Frozen ground degradation plays an important role in vegetation growth and activity in high-altitude cold regions.This study estimated the spatiotemporal variations in the active layer thickness(ALT)of the permafrost region and the soil freeze depth(SFD)in the seasonally frozen ground region across the Three Rivers Source Region(TRSR)from 1980 to 2014 using the Stefan equation,and differentiated the effects of these variations on alpine vegetation in these two regions.The results showed that the average ALT from 1980 to 2014 increased by23.01 cm/10 a,while the average SFD decreased by 3.41 cm/10 a,and both changed intensively in the transitional zone between the seasonally frozen ground and permafrost.From 1982-2014,the increase in the normalized difference vegetation index(NDVI)and the advancement of the start of the vegetation growing season(SOS)in the seasonally frozen ground region(0.0078/10 a,1.83 d/10 a)were greater than those in the permafrost region(0.0057/10 a,0.39 d/10 a).The results of the correlation analysis indicated that increases in the ALT and decreases in the SFD in the TRSR could lead to increases in the NDVI and advancement of the SOS.Surface soil moisture played a critical role in vegetation growth in association with the increasing ALT and decreasing SFD.The NDVI for all vegetation types in the TRSR except for alpine vegetation showed an increasing trend that was significantly related to the SFD and ALT.During the study period,the general frozen ground conditions were favorable to vegetation growth,while the average contributions of ALT and SFD to the interannual variation in the NDVI were greater than that of precipitation but less than that of temperature. 展开更多
关键词 Frozen soil depth active layer thickness alpine vegetation Climate warming Three Rivers Source Region
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Performance comparison of permafrost models in Wudaoliang Basin,Qinghai-Tibet Plateau,China 被引量:3
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作者 YIN Guo-an NIU Fu-jun +2 位作者 LIN Zhan-ju LUO Jing LIU Ming-hao 《Journal of Mountain Science》 SCIE CSCD 2016年第7期1162-1173,共12页
Knowledge of the spatial distribution of permafrost and the effects of climate on ground temperature are important for land use and infrastructure development on the Qinghai-Tibet Plateau(QTP). Different permafrost mo... Knowledge of the spatial distribution of permafrost and the effects of climate on ground temperature are important for land use and infrastructure development on the Qinghai-Tibet Plateau(QTP). Different permafrost models have been developed to simulate the ground temperature and active layer thickness(ALT). In this study, Temperature at Top of Permafrost(TTOP) model, Kudryavtsev model and modified Stefan solution were evaluated against detailed field measurements at four distinct field sites in the Wudaoliang Basin to better understand the applicability of permafrost models. Field data from 2012 to 2014 showed that there were notable differences in observed ground temperatures and ALTs within and among the sites. The TTOP model is relatively simple, however, when driven by averaged input values, it produced more accurate permafrost surface temperature(Tps) than the Kudryavtsev model. The modified Stefan solution resulted in a satisfactory accuracy of 90%, which was better than the Kudryavtsev model for estimating ALTs. The modified Stefan solution had the potential of being applied to climate-change studies in the future. Furthermore, additional field investigations over longer periods focusing on hydrology, which has significant influence on permafrost thaw, are necessary. These efforts should employ advanced measurement techniques to obtain adequate and extensive local parameters that will help improve model accuracy. 展开更多
关键词 Permafrost model active layer thickness soil freeze-thaw soil temperature
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基于土壤有机碳含量的黑土层厚度预测及影响因素分析
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作者 刘凯 戴慧敏 +4 位作者 刘国栋 梁帅 魏明辉 杨泽 宋运红 《物探与化探》 CAS 2024年第5期1368-1376,共9页
黑土层厚度是黑土的一项基本属性,是衡量土壤肥力和侵蚀程度的重要指标,其空间预测的研究对支撑我国黑土地保护工程、保障粮食安全具有重要意义。本文参考土壤系统分类中黑土层的诊断特征,将有机碳含量高于成土母质6×10~(-3)作为... 黑土层厚度是黑土的一项基本属性,是衡量土壤肥力和侵蚀程度的重要指标,其空间预测的研究对支撑我国黑土地保护工程、保障粮食安全具有重要意义。本文参考土壤系统分类中黑土层的诊断特征,将有机碳含量高于成土母质6×10~(-3)作为黑土层的判定标准,并利用有机碳在土壤垂向剖面上的指数分布规律,推算出黑土层厚度的计算公式。基于多目标区域地球化学调查获取的62 896个表层土壤和15 687个深层土壤的有机碳测试数据,对松辽平原黑土层厚度进行了详尽的空间预测分析,并探讨了黑土层厚度与土壤类型和气候因子之间的关系。结果显示,松辽平原黑土层厚度在0~165 cm之间,中位数为23.33 cm。黑土层空间分布呈现出显著的非均质性,整体呈西南薄、东北厚的分布特点。沼泽土和泥炭土的黑土层平均厚度最大,在60~80 cm之间,其次为黑土,平均厚度为56 cm,白浆土和草甸土的黑土层平均厚度在40~50 cm之间。黑土层厚度的空间分布与气候条件关系紧密,主要表现为与温度呈显著的负相关,与降雨量呈正相关。同时,研究发现年均温0℃是影响黑土厚度的一个重要温度阈值,当年均温高于0℃时,黑土层平均厚度在80 cm以上,并且不再随温度发生变化。随着气候变暖,年均温0℃等温线的南移可能对黑土层厚度产生重要影响。 展开更多
关键词 黑土地 黑土层厚度 土壤有机碳 多目标区域地球化学 中国东北
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厚软土层下高层建筑长短桩复合地基承载性能研究
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作者 乔旭 《宁波工程学院学报》 2024年第3期56-62,共7页
为了提升厚软土层下高层建筑地基的承载力,提出长短桩复合地基承载性能研究。基于地质勘测结果设计长短桩复合地基,分析其承载性状及沉降情况;利用Mohr-Coulomb模型,完成承载性能模拟。实验结果显示:在短桩和长桩桩体的单桩承载载荷最大... 为了提升厚软土层下高层建筑地基的承载力,提出长短桩复合地基承载性能研究。基于地质勘测结果设计长短桩复合地基,分析其承载性状及沉降情况;利用Mohr-Coulomb模型,完成承载性能模拟。实验结果显示:在短桩和长桩桩体的单桩承载载荷最大时,沉降结果均在5.00 cm左右;楼体层高为30.00 m时,单位载荷沉降平均值为0.51 cm。所提方法能够可靠分析厚软土层的高层建筑长短桩复合地基承载性能,为厚软土层的高层建筑长短桩复合地基设计提供可靠依据。 展开更多
关键词 厚软土层 高层建筑 长短桩复合地基 土顶应力 单桩桩径
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上硬下软层状土中锚板抗拔承载特性研究
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作者 舒健 毋晓妮 +2 位作者 唐超 陈锦剑 李濡宇 《海洋工程》 CSCD 北大核心 2024年第5期54-67,共14页
锚板基础是一类在海工系泊系统中广泛应用的锚固基础,其特点是具有较高的承载力和稳定性。锚板的承载能力是基础设计的重要参考因素,而承载能力与土体的性质密切相关。现有关于锚板承载力的研究多集中在单一均质土层中,而对层状土尤其... 锚板基础是一类在海工系泊系统中广泛应用的锚固基础,其特点是具有较高的承载力和稳定性。锚板的承载能力是基础设计的重要参考因素,而承载能力与土体的性质密切相关。现有关于锚板承载力的研究多集中在单一均质土层中,而对层状土尤其是上硬下软这类层状土体中的承载特性认识不足。基于数值分析,综合考虑层状土的分层性质,对锚板基础在硬黏-软黏层状土体及砂土-软黏土复合土体中的承载特性展开研究,分析锚板埋深、土层抗剪强度比、层厚比及土体性质等关键因素对锚板周围土体破坏模式和承载力的影响。结果表明:在硬黏-软黏土体中,随着抗剪强度比、层厚比的增加,极限承载力均显著增加;在砂土-软黏土体中,极限承载力同样随着层厚比的增加而增加,当下层软黏土中的锚板破坏进入局部破坏后,层厚比对承载力的影响逐渐减弱。研究可以为上硬下软层状土中锚板基础的承载力确定提供计算方法和理论参考。 展开更多
关键词 锚板基础 抗拔承载力 层状土 埋深比 抗剪强度比 层厚比
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山地枣树在不同土层厚度下的土壤水分状况变化
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作者 冯喆 马理辉 王志昊 《西北林学院学报》 CSCD 北大核心 2024年第1期140-146,共7页
土层厚度作为土壤的关键属性,决定了生根空间、水分和养分储量等影响植物生长的一系列条件。为探究不同土层厚度下山地枣树土壤水分状况及耗水策略,构建足够大且可控制的土体空间,设置2、3、4、5、6 m共5种土层厚度的试验小区,对其土壤... 土层厚度作为土壤的关键属性,决定了生根空间、水分和养分储量等影响植物生长的一系列条件。为探究不同土层厚度下山地枣树土壤水分状况及耗水策略,构建足够大且可控制的土体空间,设置2、3、4、5、6 m共5种土层厚度的试验小区,对其土壤水分进行定位观测。结果表明,枣树耗水量随着土层厚度的增加呈现先降低后增高的变化趋势,浅土层抑制了枣树地上部分的生长而加强了细根的生长发育,越厚的土层枣树生长状况越好,细根生长发育随之得到加强;土层越厚,枣树土壤水分状况越好,2~4 m深土层在11 a枣树耗水下深层土壤水分已邻近凋萎湿度,此后枣树耗水仅能依靠降雨补充,5 m和6 m深土层因土壤储水充足其浅层土壤水分较2~4 m深土层更高;不同土层厚度下降雨补给量和补给深度不同,厚土层较浅土层降雨补给深度更深。因此,枣树在深层土壤储水严重缺乏的浅土层中会抑制自身生长发育而加强根系吸水能力,随着土层厚度与深层土壤储水的增加,枣树保持着深层土壤储水越多、生长状况越好、耗水量越多的规律。该研究阐明了枣树为适应土层厚度带来的土壤储水量差异其耗水机制的改变,揭示了深层土壤储水对枣树生长耗水的影响,研究结果可为干旱区植被恢复与重建提供一定的理论依据。 展开更多
关键词 土层厚度 土壤水分 枣树 耗水 垂直分布
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土层厚度与灌溉方式对寒地水稻节水生长及产量的影响
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作者 卢程悦 曹志富 +2 位作者 张万锋 辛海霞 杨树青 《灌溉排水学报》 CAS CSCD 2024年第3期27-32,共6页
【目的】探究不同土层厚度与灌溉方式对寒地水稻生长的影响。【方法】于2020年在兴安盟乌兰浩特市科右前旗袁隆平水稻试验基地开展水稻田间试验,试验设置15~20 cm(H1)、20~25 cm(H2)和25~30 cm(H3)3种土层厚度,设置控制灌溉(K)、常规灌... 【目的】探究不同土层厚度与灌溉方式对寒地水稻生长的影响。【方法】于2020年在兴安盟乌兰浩特市科右前旗袁隆平水稻试验基地开展水稻田间试验,试验设置15~20 cm(H1)、20~25 cm(H2)和25~30 cm(H3)3种土层厚度,设置控制灌溉(K)、常规灌溉(CK)2种灌溉方式,共计6个处理,探究不同土层厚度与灌溉方式对寒地水稻生长的影响。【结果】K处理下的水稻株高相比CK矮,根长、茎粗、每穴有效穗数、千粒质量及产量相比CK均有不同程度的增加,H2和H3土层厚度下的水稻产量相比H1增加30.49%~32.91%和63.74%~76.33%,K处理下的总灌水量相比CK减少55.04%~56.84%,K处理下的灌溉水生产率相比CK增加1.55~1.86倍,H2和H3土层厚度下的水稻灌溉水生产率相比H1增加35.61%~38.62%和73.07%~94.14%。【结论】25~30 cm土层厚度下采用控制灌溉的水稻节水增产效果最优,适宜当地水稻种植,研究结果可为寒地水稻种植提供理论依据与技术参考。 展开更多
关键词 土层厚度 灌溉方式 寒地水稻 控制灌溉 产量
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厚松散层底部土层抗渗透破坏突水溃砂研究
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作者 康方 胡东祥 +1 位作者 孟凡贞 朱术云 《矿业安全与环保》 CAS 北大核心 2024年第3期153-159,165,共8页
为了探究厚松散层底部土层抗渗透破坏特征,以兴隆庄煤矿巨厚松散层薄基岩下开采四采区浅部资源为工程背景,通过对上、下2组土样进行颗粒级配、微观测试、抗渗透试验、安全临界水头高度理论计算等综合分析,探究山西组3煤层上覆含水层发... 为了探究厚松散层底部土层抗渗透破坏特征,以兴隆庄煤矿巨厚松散层薄基岩下开采四采区浅部资源为工程背景,通过对上、下2组土样进行颗粒级配、微观测试、抗渗透试验、安全临界水头高度理论计算等综合分析,探究山西组3煤层上覆含水层发生突水溃砂的临界条件。研究发现:土样的颗粒级配及颜色变化差异较大,粒径小于0.075 mm的细粒土的质量分数,上组的不到30%,而下组的高达70%;上组土样以长石为主,长石质量分数超过90%,结构疏松,SiO_(2)质量分数高,属于典型的砂性土类;下组土样以高岭石为主,质量分数超过70%,结构致密,Al_(2)O_(3)质量分数高,属于典型的黏性土类;确定了不同裂缝宽度下临界水压及临界水力坡度量化取值,随着裂缝宽度不断增加,临界水压和临界水力坡度均呈现逐渐下降的趋势,当裂缝为20 mm时,均出现明显拐点;理论类比计算了安全临界水头高度,初步确定了研究区第四系底部含水层允许安全水头高度为54~70 m,通过与实际水头值对比,分析认为正常开采条件下该区域不会发生突水溃砂渗透破坏事故。 展开更多
关键词 厚松散层 底部土层 抗渗透破坏 突水溃砂 颗粒级配 微观测试
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厚松散层矿区开采沉陷拉伸区域土体内部变形演化规律研究——以淮北孙疃煤矿为例
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作者 蔡毅 沈华章 +5 位作者 黄厚旭 严家平 蔡国军 蔡永祥 杨博 孙斌杨 《煤炭科学技术》 EI CAS CSCD 北大核心 2024年第8期36-49,共14页
为了研究厚松散层矿区开采沉陷拉伸区域相应土体内部变形演化规律,针对淮北孙疃煤矿10111,沿垂直于工作面推进方向,于拟采空区地表投影区域外侧(拉伸区域)以60 m间隔由近及远布设1~3号竖向钻孔;采煤沉陷过程中基于光纤(1号钻孔)、测斜仪... 为了研究厚松散层矿区开采沉陷拉伸区域相应土体内部变形演化规律,针对淮北孙疃煤矿10111,沿垂直于工作面推进方向,于拟采空区地表投影区域外侧(拉伸区域)以60 m间隔由近及远布设1~3号竖向钻孔;采煤沉陷过程中基于光纤(1号钻孔)、测斜仪(2~3号钻孔)技术开展钻孔变形监测;将煤炭开采引发移动的上覆岩层与松散层所占区域视为变形区,并引入任意厚度地层移动角的概念,分析开采沉陷拉伸区域相应松散层变形演化特征。结果表明:1号钻孔发生应变的最大孔深约157 m,且钻孔深部较浅部先达到活跃期;2、3号钻孔孔口最终累计水平位移量分别为129.8 mm和99.4 mm,最大位移深度分别约为108 m和75 m;2、3号钻孔监测范围内地层从下至上均可分为稳定段、变形区下段、中段与上段;2、3号钻孔从下至上水平位移量总体分布较均匀,每米深钻孔的平均水平位移量分别约为1.2 mm和1.3 mm;2、3号钻孔变形区下段均先于上段达到活跃期,且变形区下段稳定后上段仍有微弱变形;松散层内一定厚度地层,其地层移动角随地层深度的增加而增加,松散层变形区下边界的深度h随着与工作面水平距离l的增加而减小,h与l满足指数函数关系。 展开更多
关键词 厚松散层矿区 拉伸区域 土体内部变形 光纤监测 钻孔测斜
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成层土中长桩竖向承载激发规律研究
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作者 马鹏程 刘润 +3 位作者 李国和 苏伟 施威 蒋成强 《河北工程大学学报(自然科学版)》 CAS 2024年第2期23-29,共7页
针对成层土中长桩承载问题,结合试桩数据建立了成层土中长桩-土相互作用特性分析模型,基于分析模型研究了上砂下黏和上黏下砂中砂-黏占比对长桩竖向荷载-位移曲线的影响,分析了成层土中长桩侧阻和端阻承载分担比,揭示了达到极限承载力... 针对成层土中长桩承载问题,结合试桩数据建立了成层土中长桩-土相互作用特性分析模型,基于分析模型研究了上砂下黏和上黏下砂中砂-黏占比对长桩竖向荷载-位移曲线的影响,分析了成层土中长桩侧阻和端阻承载分担比,揭示了达到极限承载力时成层土中桩基侧阻、端阻激发规律,即黏土层侧阻可完全激发、砂土层侧阻未完全激发,桩底端阻完全激发,为实际工程中长桩承载力计算选取合理参数提供依据。 展开更多
关键词 长桩 成层土 竖向承载力 现场试验 砂-黏占比
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东北典型黑土区小流域黑土层厚度及影响因素
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作者 刘若轩 王志强 谭玉萍 《水土保持学报》 CSCD 北大核心 2024年第4期346-353,361,共9页
[目的]为掌握典型黑土区小流域黑土层厚度现状及其空间变化格局,实现小流域黑土层厚度动态监测。[方法]研究选择典型黑土区黑龙江省嫩江市鹤山农场小流域,以100 m间距均匀布设样点,用土钻采集由地表到母质的原状土剖面土样,判断黑土层厚... [目的]为掌握典型黑土区小流域黑土层厚度现状及其空间变化格局,实现小流域黑土层厚度动态监测。[方法]研究选择典型黑土区黑龙江省嫩江市鹤山农场小流域,以100 m间距均匀布设样点,用土钻采集由地表到母质的原状土剖面土样,判断黑土层厚度,同时基于无人机航拍影像提取地形、土地利用等数据,分析小流域黑土层厚度及其影响因素。[结果]在小流域295个样点中,黑土层厚度变化于0—160 cm,平均44.1 cm,“破皮黄”(黑土层厚度≤20 cm)占17.63%,薄层(<30 cm)占43.39%,中层(30—60 cm)占36.27%,厚层(>60 cm)占20.34%;厚层黑土主要分布在小流域的坡底、沟道附近和其他地形平缓部位,薄层黑土主要分布在陡坡和砂砾质母质区域,其他区域以中层黑土为主;地形位置指数、曲率、坡度等地形参数与黑土层厚度存在显著的相关性;耕地黑土层厚度显著低于草地和林地。[结论]黑土层厚度在小流域内存在显著的空间异质性,这主要受地形、土壤母质和土地利用的影响。研究结果可作为代表区域黑土层厚度动态监测的基础之一,同时可为小流域水土保持措施制定提供数据支撑。 展开更多
关键词 东北黑土区 小流域 地形 黑土 黑土层厚度
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孔内深层超强夯法处理厚层人工回填土的应用研究
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作者 李越 《中国建材科技》 CAS 2024年第1期83-86,78,共5页
介绍了孔内深层超强夯法(SDDC)的基本原理,并将SDDC工法运用于处理某机场内厚层人工回填土地基,对无机固体废料进行了资源化回收利用。通过复合地基载荷试验、标准贯入试验和重型动力触探试验对SDDC施工质量进行检测,对SDDC桩体和桩间... 介绍了孔内深层超强夯法(SDDC)的基本原理,并将SDDC工法运用于处理某机场内厚层人工回填土地基,对无机固体废料进行了资源化回收利用。通过复合地基载荷试验、标准贯入试验和重型动力触探试验对SDDC施工质量进行检测,对SDDC桩体和桩间土的承载力效果进行评价。结果表明,经SDDC工法处理后的复合地基均匀性较好,承载力显著提高,达到工程使用要求。 展开更多
关键词 孔内深层超强夯法 厚层人工回填土 复合地基载荷试验 标准贯入试验 重型动力触探试验
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土层厚度分布不均时基坑剖面的近似等效计算
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作者 张森 《山西建筑》 2024年第13期120-123,131,共5页
以广州市某地埋式污水处理厂锚拉式基坑支护设计为例,巧妙利用理正深基坑支护设计软件坑内加固土功能,通过人为调整基坑底部被动区土层宽度、厚度、内摩擦角、黏聚力等参数,在锚拉式支挡结构支护单元剖面计算中近似等效体现预应力锚索... 以广州市某地埋式污水处理厂锚拉式基坑支护设计为例,巧妙利用理正深基坑支护设计软件坑内加固土功能,通过人为调整基坑底部被动区土层宽度、厚度、内摩擦角、黏聚力等参数,在锚拉式支挡结构支护单元剖面计算中近似等效体现预应力锚索长度范围内各勘察孔揭示的土层厚度分布不均的影响,尽量减少常规设计中采用最不利勘察孔揭示的土层厚度进行建模计算导致的围护结构嵌固深度等工程量失真,可供类似基坑工程支护设计参考借鉴。 展开更多
关键词 锚拉式支挡结构 支护单元剖面计算 土层厚度分布不均 坑内加固土
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黏土地层中控制盾构隧道管片上浮技术研究
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作者 蒋华 《山西交通科技》 2024年第2期124-127,共4页
近年来,在我国城市地铁建设中,穿越黏土地层的盾构隧道施工时,管片上浮的现象越来越突出。衬砌管片受力是否均匀、同步注浆材料配置是否合理以及盾构隧道管片覆土层厚度大小均对管片上浮有较大影响。通过模拟受力状态和试验统计分析,详... 近年来,在我国城市地铁建设中,穿越黏土地层的盾构隧道施工时,管片上浮的现象越来越突出。衬砌管片受力是否均匀、同步注浆材料配置是否合理以及盾构隧道管片覆土层厚度大小均对管片上浮有较大影响。通过模拟受力状态和试验统计分析,详细探讨了盾构掘进过程中管片上浮的机理及其相关控制技术,并给出有效控制措施,为后期黏土地区盾构隧道施工提供有效指导和参考。 展开更多
关键词 盾构隧道 黏土层 管片上浮 同步注浆 覆土层厚度
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水土化学作用对离子型稀土矿体抗剪强度参数的影响机理
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作者 张振顺 刘文利 +2 位作者 洪本根 黄豪 江仰龙 《福建冶金》 2024年第1期4-12,共9页
为研究水土化学作用对离子型稀土矿体抗剪强度的影响,将矿体分别浸泡于不同浓度的硫酸铵溶液中,明确硫酸铵浓度对矿体颗粒表面双电层中滑动层厚度和矿体颗粒间净作用力的影响,由此探讨了硫酸铵浓度对矿体抗剪强度参数的影响机理。研究表... 为研究水土化学作用对离子型稀土矿体抗剪强度的影响,将矿体分别浸泡于不同浓度的硫酸铵溶液中,明确硫酸铵浓度对矿体颗粒表面双电层中滑动层厚度和矿体颗粒间净作用力的影响,由此探讨了硫酸铵浓度对矿体抗剪强度参数的影响机理。研究表明:当硫酸铵溶液浓度由0.08 mol/L增大到0.23 mol/L时,矿体颗粒间最大净引力的绝对值由10.44 atm增加到13.20 atm,矿体中的黏粒和细粉粒逐步团聚成粗粉粒、极细砂和细砂,且硫酸铵浓度越高,黏粒和细粉粒团聚成的大颗粒团越多,黏性颗粒间的接触面积由0.089 m^(2)/g减小到0.052 m^(2)/g,故矿体的黏聚力减少;同理,当硫酸铵浓度由0.08 mol/L增大到0.23 mol/L时,矿体颗粒表面双电层中的滑动层厚度由3.12 nm减小到2.25 nm,矿体颗粒表面的双电层厚度减小,矿体颗粒间直接接触面积增大,且矿体中的黏粒和细粉粒逐步团聚成粗粉粒、极细砂和细砂,则矿体的滑动摩擦强度和咬合摩擦强度均增大,即矿体的摩擦强度增大,矿体的内摩擦角增大。 展开更多
关键词 水土化学作用 离子型稀土矿体 滑动层厚度 净作用力 抗剪强度参数
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Assessing soil thickness in a black soil watershed in northeast China using random forest and field observations 被引量:8
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作者 Shuai Zhang Gang Liu +2 位作者 Shuli Chen Craig Rasmussen Baoyuan Liu 《International Soil and Water Conservation Research》 SCIE CSCD 2021年第1期49-57,共9页
Soil thickness determines the soil productivity in the black soil region of northeast China,which is important for national food security.Existing information on the spatial variation of black soil thickness is inadeq... Soil thickness determines the soil productivity in the black soil region of northeast China,which is important for national food security.Existing information on the spatial variation of black soil thickness is inadequate.In this paper,we propose a model framework for spatial estimation of the black soil thickness at the watershed scale by integrating field observations,unmanned aerial vehicle variations of topography,and satellite variations of vegetation with the aid of random forest.We sampled 141 sample profiles over a watershed and identified the black soil thickness based on indices of the mollic epipedon.Topographic variables were derived from a digital elevation model and vegetation variables were derived from Landsat 8 imagery.Random forest was used to determine the relationship between black soil thickness and environmental variables.The resulting model explained 61%of the black soil thickness spatial variation,which was more than twice that of traditional interpolation methods(ordinary kriging,universal kriging and inverse distance weighting).Topographic variables contributed the most toward explaining the thickness,followed by vegetation indices.The black soil thickness over the watershed had a clear catenary soil pattern,with thickest black soil in the low depositional areas and thinnest at the higher elevations that drain into the low areas.The proposed model framework will improve estimates of soil thickness in the region of our study. 展开更多
关键词 soil thickness Random forest black soils Northeast China soil geomorphology
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Evaluation of heavy roller compaction on a large-thickness layer of subgrade with full-scale field experiments 被引量:1
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作者 Shu-jian WANG Hong-guang JIANG +7 位作者 Zong-bao WANG Yu-jie WANG Yi-xin LI Xue-yu GENG Xin-yu WANG Kai WANG Yi-yi LIU Yan-kun GONG 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2022年第11期933-944,共12页
Subgrade construction is frequently interrupted due to precipitation,soil shortage,and environmental protection.Therefore,increasing the thickness layer is required to reduce construction costs and to allow highways t... Subgrade construction is frequently interrupted due to precipitation,soil shortage,and environmental protection.Therefore,increasing the thickness layer is required to reduce construction costs and to allow highways to be placed into service earlier.This paper presents a series of full-scale field experiments evaluating the compaction quality of gravel subgrade with large-thickness layers of 65 cm and 80 cm using heavy vibratory rollers.An improved sand cone method was first proposed and calibrated to investigate the distribution of soil compaction degree across the full subgrade depth.Results showed that dynamic soil stresses caused by the heavy vibratory rollers were 2.4–5.9 times larger than those of traditional rollers,especially at deeper depths,which were large enough to densify the soils to the full depth.A unified empirical formula was proposed to determine the vertical distribution of dynamic soil stresses caused by roller excitation.It was demonstrated that soils were effectively compacted in a uniform fashion with respect to the full depth to 96.0%–97.2%and 94.1%–95.4%for the large-thickness layers of 65 cm and 80 cm within 6 or 7 passes,respectively.Empirically,linear formulae were finally established between soil compaction degree and the subgrade reaction modulus,dynamic modulus of deformation,dynamic deflection,and relative difference of settlement to conveniently evaluate the compaction qualities.It is demonstrated that increasing the thickness layer by means of heavy rollers can significantly reduce the cost and time burdens involved in construction while ensuring overall subgrade quality. 展开更多
关键词 Highway subgrade Heavy vibratory roller thickness layer Dynamic soil stress Compaction degree Compaction quality control
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