Results 11 to 20 of about 282 (114)
Collapse characteristics and influencing factors of wind-blown sands in the southern margin of Mu Us Desert, Yulin, Shaanxi Province [PDF]
With the development of arid and semi-arid regions in China, the hazards posed by collapsible sands to engineering construction have become increasingly significant.
Bin LIU +4 more
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Influences of compaction and content of hydrophobic agent on breakthrough pressure of hydrophobic soil [PDF]
Water infiltration, migration, and phase change of temperature are the crucial causes of frost damage in soils in cold regions. Modifying the soils to impart hydrophobic properties can effectively enhance their water resistance, offering a new approach ...
LI Lu1, 2 , LIN Chengxin1, 2, CHAI Yuxuan1, 2, SHI Shuo1, WU Yongkang1 , LI Xu
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Collapsible properties of Q2 loess and its collapsible prediction model [PDF]
Long-term surface leakage caused by intermittent surface irrigation or project operation can lead to the humidification and settlement deformation of deep Q2 loess, compromising the safety of the structures.
Guanglin LI +4 more
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Finite strain elastoplastic constitutive model of saturated soil [PDF]
During the construction of urban underground engineering projects, soils are typically in a saturated state, and many underground engineering accidents are closely related to the large deformation behavior of saturated soils.
Tianci WENG, Yonglin XIONG, Zhe HAN
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Shuitu Baochi Xuebao, 2005 应用VanGenuchten提出的土壤水分特征曲线公式,推导出了沙漠风沙非饱和土壤水分特征曲线的分形模型。通过对古尔班通古特沙漠地9种不同土壤样本利用中子水分仪和负压计实测的水分特征曲线资料反求得到相应的分形维数,分析了分形维数与土壤质地之间的关系,结果表明随着土壤质地从流动风沙土、半固定风沙土到固定风沙土的变化,其分形维数呈逐渐增大。此外,基于土壤颗粒的重量与粒径分布求出了古尔班通古特沙漠地风沙土壤粒径的分形维数。通过对土壤水分特征曲线的分形维数与土壤粒径的分形维数的对比 ...
苏里坦 宋郁东 张展羽
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Probabilistic inverse-analysis and reliability prediction of rainfall-induced landslides for slope with multi-source information [PDF]
Probabilistic inverse-analysis is an essential approach to infer statistical characteristics of uncertain soil parameters, making the slope reliability assessment closer to engineering reality.
Faming HUANG +4 more
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Shuitu Baochi Xuebao, 2017 为研究干旱荒漠地区土壤水分特征的变化规律并探讨土壤水分特征曲线拟合模型的适宜性，以古尔班通古特沙漠南缘丘间地为研究对象，应用压力膜仪测定了丘间地剖面各土层（0—150 cm）的土壤水分特征曲线，结合土壤容重、颗粒分布及饱和含水率等性质，分析了丘间地不同土层水分特征和孔隙大小的分布状况，明确了Gardner模型和van Genuchten模型拟合的适用性。结果表明：（1）丘间地剖面砂质土壤释水量伴随吸力呈规律性变化，低吸力段（0～100 kPa）各土层水分特征曲线走势陡直，释水性强；中高吸力段（100～1
董义阳, 赵成义, 班春广
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Shuitu Baochi Xuebao, 2002 根据甘肃秦王川地区的土壤质地分布特征 ,在现场 5个点进行了积水入渗试验 ,同时采用γ透射法及张力计测定了各点的土壤水分特征曲线及非饱和导水率。在分析研究了各水分运动参数与表征土壤物理属性的(Kd/γd)和 (Kp/γd)有极显蓍相关性的基础上 ,提出了适用于该地区各类土壤质地的水分运动参数表达式。
王文焰 王全九 等
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Shuitu Baochi Xuebao, 2007 土壤水分特征曲线（SWCC）测定过程本身会引起很大的容重变化。随着容重的增大,土壤的持水特性也发生改变。为了明确这种容重变化对土壤水分特征曲线的影响,本研究以4种原状土壤为例,用离心机法测定了不同定容重下的土壤水分特征曲线,分析了容重变化对Brooks-Corey和van Genuchten模型参数的影响。结果表明：土壤的容重越大,相同吸力下所对应的有效饱和度就越大,水分特征曲线就越平缓。4种土壤的参数A和α均随容重的增大而减小,可用幂函数表示。黑垆土和土娄土的λ、n随容重的增加而增大,可用线性函数描述,
付晓莉, 邵明安
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Shuitu Baochi Xuebao, 2021 土-水特征曲线通常用于估计非饱和土壤的抗剪强度，但是由于植物根系的吸水作用和加筋效应，使得植物边坡的抗剪强度不能直接利用基于基质吸力的非饱和土抗剪强度计算公式进行计算。以裸露边坡和植被边坡为研究对象，采用张力计现场测试和室内剪切试验相结合的方法，拟合水土特征曲线关系。结果表明：（1）植物根系的植入有效地提高了边坡土体的进气值，较素土进气吸力值增幅41.10%。在同等含水率条件下，植物边坡基质吸力明显大于素土边坡，提高了边坡土体的持水能力。（2）边坡红黏土基质吸力与含水率的关系符合V-G模型 ...
王轩 +4 more
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